Highways Department Tender

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Highways Department Tender

Civil And Construction
Eprocure
Opening Date24 Jul 2023
Closing Date10 Aug 2023
Tender Amount₹ 5,13,20,000 
Notes
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Costs

Summary

Edappady (h) Candm Sub Division (slm-20)

Description

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Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as instructed by the Engineer. for Boxing as per clause 111, 112, 301 to 305, 900 of MORTH Vth Revision etc complete.

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1.Widening from Single Lane to Intermediate Lane and Strengthening at km 0/0 - 3/2 of Vadugapatti Road including Construction of Box Culvert at Km.0/2(i),(ii), 0/6 & 3/2 with dip raising and Construction of Retaining wall at Km.0/4,6,10,1/2,6,10 and 3/2

3136.03

351392

112.05

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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 111, 112, 401 & 900 of MORTH Vth Revision etc., complete - for Grading- V Material

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-

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1.Widening from Single Lane to Intermediate Lane and Strengthening at km 0/0 - 3/2 of Vadugapatti Road including Construction of Box Culvert at Km.0/2(i),(ii), 0/6 & 3/2 with dip raising and Construction of Retaining wall at Km.0/4,6,10,1/2,6,10 and 3/2

1145.36

2004196

1749.84

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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, as per clause 111, 112, 406 & 900 of MORTH Vth Revision

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1.Widening from Single Lane to Intermediate Lane and Strengthening at km 0/0 - 3/2 of Vadugapatti Road including Construction of Box Culvert at Km.0/2(i),(ii), 0/6 & 3/2 with dip raising and Construction of Retaining wall at Km.0/4,6,10,1/2,6,10 and 3/2

3310.77

6929110

2092.9

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2.Improvements to Riding Quality at km 0/0 - 2/4 of Chittur - Edappady - Poolampatti Road (via) Morasapatti Road

70.04

146586

2092.9

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Advance patch work 50mm thick using 45 mm IRC size HBG metal for making the pot holes and patching using VG-10 grade bitumen including mixing at the rate of 44 Kg / Cum of chips after trimming the pot holes or depression to proper shape and depth side painting with tack coat and compacting the layers as directed by Departmental officers etc., complete as per clause 111, 112, 501, 3004 & 900 of MORTH Vth Revision

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-

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2.Improvements to Riding Quality at km 0/0 - 2/4 of Chittur - Edappady - Poolampatti Road (via) Morasapatti Road

15.95

59661

3740.56

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Advance patch work 25mm thick using 13.20 mm IRC size HBG metal for making the pot holes and patching using VG-10 grade bitumen including mixing at the rate of 44 Kg / Cum of chips after trimming the pot holes or depression to proper shape and depth side painting with tack coat and compacting the layers as directed by Departmental officers etc., complete as per clause 111, 112, 501, 3004 & 900 of MORTH Vth Revision

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2.Improvements to Riding Quality at km 0/0 - 2/4 of Chittur - Edappady - Poolampatti Road (via) Morasapatti Road

10.81

43948

4065.56

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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 111, 112, 501, 502 & 900 of MORTH Vth Revision - over WMM/ WBM

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1.Widening from Single Lane to Intermediate Lane and Strengthening at km 0/0 - 3/2 of Vadugapatti Road including Construction of Box Culvert at Km.0/2(i),(ii), 0/6 & 3/2 with dip raising and Construction of Retaining wall at Km.0/4,6,10,1/2,6,10 and 3/2

17944.36

1343135

74.85

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2.Improvements to Riding Quality at km 0/0 - 2/4 of Chittur - Edappady - Poolampatti Road (via) Morasapatti Road

466.88

34945

74.85

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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 111, 112, 501, 503 & 900 of MORTH Vth Revision - over granular surfaces treated with primer

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1.Widening from Single Lane to Intermediate Lane and Strengthening at km 0/0 - 3/2 of Vadugapatti Road including Construction of Box Culvert at Km.0/2(i),(ii), 0/6 & 3/2 with dip raising and Construction of Retaining wall at Km.0/4,6,10,1/2,6,10 and 3/2

17944.36

299850

16.71

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2.Improvements to Riding Quality at km 0/0 - 2/4 of Chittur - Edappady - Poolampatti Road (via) Morasapatti Road

466.88

7801

16.71

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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 prepared bituminous/granular surface cleaned with mechanical broom as per clause 111, 112, 501, 503 & 900 of MORTH Vth Revision - over bituminous surfaces

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-

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2.Improvements to Riding Quality at km 0/0 - 2/4 of Chittur - Edappady - Poolampatti Road (via) Morasapatti Road

8636.26

208392

24.13

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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 111, 112, 501, 503 & 900 of MORTH Vth Revision - over Dry Lean Cement Concrete

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1.Widening from Single Lane to Intermediate Lane and Strengthening at km 0/0 - 3/2 of Vadugapatti Road including Construction of Box Culvert at Km.0/2(i),(ii), 0/6 & 3/2 with dip raising and Construction of Retaining wall at Km.0/4,6,10,1/2,6,10 and 3/2

96.82

1843

19.04

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Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by JMF 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, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No.111, 112, 501, 505 & 900 - Grading I

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1.Widening from Single Lane to Intermediate Lane and Strengthening at km 0/0 - 3/2 of Vadugapatti Road including Construction of Box Culvert at Km.0/2(i),(ii), 0/6 & 3/2 with dip raising and Construction of Retaining wall at Km.0/4,6,10,1/2,6,10 and 3/2

1435.55

12784735

8905.81

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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-30), 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 111, 112, 501, 504 & 900 of MORTH Vth Revision- Grading II (Table 500-7)

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-

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2.Improvements to Riding Quality at km 0/0 - 2/4 of Chittur - Edappady - Poolampatti Road (via) Morasapatti Road

91.8

746471

8131.5

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Bituminous Concrete (Table 500-17) :Providing and laying bituminous concrete of required thickness with central hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 111, 112, 501, 507 & 900 of MORTH vth Revision complete in all respects - Grading II

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1.Widening from Single Lane to Intermediate Lane and Strengthening at km 0/0 - 3/2 of Vadugapatti Road including Construction of Box Culvert at Km.0/2(i),(ii), 0/6 & 3/2 with dip raising and Construction of Retaining wall at Km.0/4,6,10,1/2,6,10 and 3/2

541.25

5620556

10384.4

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2.Improvements to Riding Quality at km 0/0 - 2/4 of Chittur - Edappady - Poolampatti Road (via) Morasapatti Road

273.1

2835979

10384.4

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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 as per MORTH specification clause No. 111, 112, 301 to 305 & 900 of MORTH Vth Revision for making up berms using cut earth (Labour only)

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1.Widening from Single Lane to Intermediate Lane and Strengthening at km 0/0 - 3/2 of Vadugapatti Road including Construction of Box Culvert at Km.0/2(i),(ii), 0/6 & 3/2 with dip raising and Construction of Retaining wall at Km.0/4,6,10,1/2,6,10 and 3/2

2073.67

52567

25.35

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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 for making up berms using carted earth with conveyance of 3 Kms. as per MORTH specification clause No. 111, 112, 301 to 305 & 900 of MORTH Vth Revision

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2.Improvements to Riding Quality at km 0/0 - 2/4 of Chittur - Edappady - Poolampatti Road (via) Morasapatti Road

1030.5

201844

195.87

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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 formation of Diversion Road & Approach Road using Carted Earth with a lead of 4 Kms. as per MORTH specification clause No. 111, 112, 301 to 305 & 900 of MORTH vth Revision

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1-1.1 Construction of Box Culvert at Km.0/2(i) & (ii) of Vadugapatti road

187.5

32315

172.35

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1-1.2 Construction of Box Culvert at Km.0/6 of Vadugapatti road

93.75

16157

172.35

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1-1.3 Construction of Box Culvert at Km.3/2 of Vadugapatti road

415

71525

172.35

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Gravel for Sub Base 150mm thick including cost and conveyance of gravel to worksite laying anmd filling in layers of 75mm thick tamping including watering with all leads for water and all other incidental charges etc.,complete for Diversion road as per clause 111,112,401&900 of MORTH Vth Revision

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-

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1-1.1 Construction of Box Culvert at Km.0/2(i) & (ii) of Vadugapatti road

49.5

12278

248.05

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1-1.2 Construction of Box Culvert at Km.0/6 of Vadugapatti road

24.75

6139

248.05

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1-1.3 Construction of Box Culvert at Km.3/2 of Vadugapatti road

41.25

10232

248.05

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Dismantling Culverts, Bridges and other Structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc as per clause No. 111, 112, 202 of MORTH vth Revision Dismantling Plain Cement Concrete

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-

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1-1.1 Construction of Box Culvert at Km.0/2(i) & (ii) of Vadugapatti road

15.56

6877

442

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1-1.3 Construction of Box Culvert at Km.3/2 of Vadugapatti road

43.31

19143

442

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Dismantling Culverts, Bridges and other Structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc as per clause No. 111, 112, 202 of MORTH vth Revision Dismantling RR Masonry

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-

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1-1.2 Construction of Box Culvert at Km.0/6 of Vadugapatti road

12.6

3243

257.4

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Earth Work excavation in all classes of soil except hard rock not requiring blasting and deposting on bank as per SS20B with all leads and lifts and all other icidental charges such as baling out water shoring shrutting walling and forming protective bunds wherever necessary etc.,comlete as per relavant specification for Foundation of Box Culvert, Wing Wall, Retaining Wall as per clause 111, 112, 201, 202, 301 to 305 & 900 of MORTH Vth Revision

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-

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1-1.1 Construction of Box Culvert at Km.0/2(i) & (ii) of Vadugapatti road

63.24

7086

112.05

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1-1.2 Construction of Box Culvert at Km.0/6 of Vadugapatti road

82.53

9247

112.05

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1-1.3 Construction of Box Culvert at Km.3/2 of Vadugapatti road

87.85

9843

112.05

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1-1.4 Construction of Retaining wall at Km.0/4, 0/6 & 0/10 of Vadugapatti road

142.5

15967

112.05

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1-1.5 Construction of Retaining wall at Km.1/2, 1/6 & 1/10 of Vadugapatti road

240

26892

112.05

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1-1.6 Construction of Retaining wall at Km.3/2 of Vadugapatti road

51

5714

112.05

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Plain Cement Concrete of grade M15 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site complying with required standards and specifications. including cost of formwork, mixing, laying and compacting using vibrator including hire and fuel charges for all Tools and Plants and incidental charges such as maintaining of protective bunds, coffer dams strutting etc., complete as per relevant standard specification for Base concrete of Box Culvert and Wing Wall as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision

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-

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1-1.1 Construction of Box Culvert at Km.0/2(i) & (ii) of Vadugapatti road

9.49

57386

6047.02

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1-1.2 Construction of Box Culvert at Km.0/6 of Vadugapatti road

7.07

42806

6054.73

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1-1.3 Construction of Box Culvert at Km.3/2 of Vadugapatti road

10.99

66830

6081.01

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Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site complying with required standards and specifications. including cost of formwork, mixing, laying and compacting using vibrator including hire and fuel charges for all Tools and Plants and incidental charges such as maintaining of protective bunds, coffer dams strutting etc., complete as per relevant standard specification for Base Course of Retaining Wall as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision

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-

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1-1.4 Construction of Retaining wall at Km.0/4, 0/6 & 0/10 of Vadugapatti road

57

355517

6237.15

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1-1.5 Construction of Retaining wall at Km.1/2, 1/6 & 1/10 of Vadugapatti road

96

599831

6248.24

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1-1.6 Construction of Retaining wall at Km.3/2 of Vadugapatti road

20.4

127800

6264.73

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Supply and fabrication of Steel Grade Fe500D 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 standard specification as per clause 1000, 1500, 1600, 1700, 2100 & 2300 of MORTH Vth Revision

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-

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1-1.1 Construction of Box Culvert at Km.0/2(i) & (ii) of Vadugapatti road

3.17

300908

94804.27

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1-1.2 Construction of Box Culvert at Km.0/6 of Vadugapatti road

2.27

214731

94804.27

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1-1.3 Construction of Box Culvert at Km.3/2 of Vadugapatti road

3.92

371253

94804.27

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Vibrated Reinforced Cement Concrete of grade M25 Design mix using ISS size HBG 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 for Base Slab, Side Walls, Top Slab of Box Culvert as per clause 1000, 1500, 1600, 1700, 2100, 2200 & 2300 of MORTH Vth Revision

-

-

-

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1-1.1 Construction of Box Culvert at Km.0/2(i) & (ii) of Vadugapatti road

34.6

423914

12251.87

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1-1.2 Construction of Box Culvert at Km.0/6 of Vadugapatti road

32.23

373546

11590.02

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1-1.3 Construction of Box Culvert at Km.3/2 of Vadugapatti road

59.22

660908

11160.23

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Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site complying with required standards and specifications. including cost of formwork, mixing, laying and compacting using vibrator including hire and fuel charges for all Tools and Plants and incidental charges such as maintaining of protective bunds, coffer dams strutting etc., complete as per relevant standard specification for Stem of Retaining Wall as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision

-

-

-

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1-1.4 Construction of Retaining wall at Km.0/4, 0/6 & 0/10 of Vadugapatti road

215.5

1743494

8090.46

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1-1.5 Construction of Retaining wall at Km.1/2, 1/6 & 1/10 of Vadugapatti road

362

2922748

8073.89

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1-1.6 Construction of Retaining wall at Km.3/2 of Vadugapatti road

77.15

625907

8112.87

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Providing and fixing 100mm dia PVC Seepage Pipes of required length for abutments, wings and retaining walls including cost and conveyance of all materials to worksite, cost and labour for semi-spherical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the backfill in the Abutments and Wings as per clause 2700 of MORTH Vth Revision

-

-

-

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1-1.4 Construction of Retaining wall at Km.0/4, 0/6 & 0/10 of Vadugapatti road

79

14022

177.5

... More
1-1.5 Construction of Retaining wall at Km.1/2, 1/6 & 1/10 of Vadugapatti road

133

23607

177.5

... More
1-1.6 Construction of Retaining wall at Km.3/2 of Vadugapatti road

28

4970

177.5

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Filling behind the Box Culvert with Stone Dust including cost and conveyance to site including labour charges for filling in layers , watering , tamping under optimum moisture content to get the maximum density and all other incidental charges etc., complete as per clause 304 & 2907 of MORTH Vth Revision

-

-

-

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1-1.1 Construction of Box Culvert at Km.0/2(i) & (ii) of Vadugapatti road

20.52

7470

364.05

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1-1.2 Construction of Box Culvert at Km.0/6 of Vadugapatti road

17.03

6300

369.95

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Filling behind Abutment and Wings with clean good gritty gravel including cost and conveyance to site including labour charges for filling in layers , watering , tamping under optimum moisture content to get the maximum density and all other incidental charges etc., complete-For Culvert and Retaining Wall Portion as per clause 304 & 2907 of MORTH Vth Revision

-

-

-

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1-1.4 Construction of Retaining wall at Km.0/4, 0/6 & 0/10 of Vadugapatti road

4.75

1242

261.65

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1-1.5 Construction of Retaining wall at Km.1/2, 1/6 & 1/10 of Vadugapatti road

8

2093

261.65

... More
1-1.6 Construction of Retaining wall at Km.3/2 of Vadugapatti road

1.7

444

261.65

... More
Filling behind Abutment and Wings with excavated earth including labour charges for filling in layers , watering , tamping under optimum moisture content to get the maximum density and all other incidental charges etc., complete as per clause 304 & 2907 of MORTH Vth Revision (Labour charges Only)

-

-

-

... More
1-1.4 Construction of Retaining wall at Km.0/4, 0/6 & 0/10 of Vadugapatti road

142.5

5550

38.95

... More
1-1.5 Construction of Retaining wall at Km.1/2, 1/6 & 1/10 of Vadugapatti road

240

9348

38.95

... More
1-1.6 Construction of Retaining wall at Km.3/2 of Vadugapatti road

51

1986

38.95

... More
Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site complying with required standards and specifications. including cost of formwork, mixing, laying and compacting using vibrator including hire and fuel charges for all Tools and Plants and incidental charges such as maintaining of protective bunds, coffer dams strutting etc., complete as per relevant standard specification for Wing Walls and Parapets as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision

-

-

-

... More
1-1.1 Construction of Box Culvert at Km.0/2(i) & (ii) of Vadugapatti road

20.28

186393

9191.02

... More
1-1.2 Construction of Box Culvert at Km.0/6 of Vadugapatti road

15.16

135857

8961.59

... More
1-1.3 Construction of Box Culvert at Km.3/2 of Vadugapatti road

22.36

194751

8709.83

... More
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

-

43489849

... More
Add GST at 18%

1

-

7828173

... More
Total Value put to Tender

1

-

51318022

... More
Negotiated Percentage

1

-

-

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Final Negotiated Value

1

-

-

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Add GST at 18% of Final Negotiated 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

-

43489849

-

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

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