Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date2 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 5,05,80,000 
Notes
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Costs

Summary

Mdu No 039 Tn No 10 2024 25 Hdo Dated 21 08 2024

Description

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BOQ Items

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DO_NOT_SHOW

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Road A

804.28

1576163

1959.72

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Box culvert at km 0/4

1.21

2371

1959.72

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Box culvert at km 0/6

1.21

2371

1959.72

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Box culvert at km 1/6

1.45

2841

1959.72

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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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-

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Road A

365.59

749207

2049.31

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Box culvert at km 0/4

0.55

1127

2049.31

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Box culvert at km 0/6

0.55

1127

2049.31

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Box culvert at km 1/6

0.66

1352

2049.31

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Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for pickig and all other tools and plants employed of the work and including all other incidental charges etc., complete as per MORTH Specification No.111,112,202

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-

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Road A

2512.5

54873

21.84

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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, Complete as per clause 406 of MORTH Vth Revision Specification No.111,112,406,900

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Road A

2044.56

4546876

2223.89

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Box culvert at km 0/4

1.38

3068

2223.89

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Box culvert at km 0/6

1.38

3068

2223.89

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Box culvert at km 1/6

1.65

3669

2223.89

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Providing and laying Prime Coat over WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction overit, including cost of material, labour charges, rentals for machinery, fuel andall other incidental charges etc., complete as per Clause 502 of MORTH Rev-5 Specification No.111,112, 501,502,900

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-

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Road A

11193.1

916267

81.86

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Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals formachinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 Specification No.111, 112, 501, 503,900

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-

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Road A

11193.1

211661

18.91

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Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 Specification 111,112,501,503,900

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-

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Road A

73.15

1565

21.4

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Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50-13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperatureusing Central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix touniform thickness of 50mm with mechanical paver to the specified gradesand cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental chargesetc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 Specification 111, 112, 501, 504, 900 - Grading II

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-

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Road A

559.66

4821135

8614.4

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Providing and laying Bituminous Concrete to 30/40mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required densityetc., including labour for attending to paver to site etc., including hirecharges and fuel charges for20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 Specification No.111,112, 507, 900 - Grading II

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-

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Road A

337.99

3693547

10927.98

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Earthwork 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 charges,materials, tools, equipments and all incidental charges, including compacting with vibratory soil compactor, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearingup the site anddisposal of all surplusmaterials etc., complete as per standard specification. For embankment / sub grade

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Road A

13205.73

4332007

328.04

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Retaining wall at km 1/250 -1/6

423.3

138859

328.04

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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank withall leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplusmaterials etc., complete as per standard specification. For Carted Earth with compaction for making up of low berms

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Box culvert at km 0/4 (For Diversion Road)

82.58

24171

292.71

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Box culvert at km 0/6 (For Diversion Road)

82.58

24171

292.71

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Box culvert at km 1/6 (For Diversion Road)

92.55

27090

292.71

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Dismantling Dismantling the existing with cement mortor salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification No.111,112,202 SI.No.14

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-

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Stone masonry

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-

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Box culvert at km 0/4

9.92

2808

283.14

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Box culvert at km 0/6

7.7

2180

283.14

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Cutstone Slab

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-

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Box culvert at km 0/4

8

4103

512.93

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Box culvert at km 0/6

8.3

4257

512.93

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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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-

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Box culvert at km 0/4

161.82

46927

290

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Box culvert at km 0/6

161.82

46927

290

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Box culvert at km 1/6

237.68

68927

290

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Retaining wall at km 1/250 -1/6

877.2

108123

123.26

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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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-

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Box culvert at km 0/4

9.87

59851

6064

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Box culvert at km 0/6

9.87

59851

6064

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Box culvert at km 1/6

12.16

73908

6078

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Vibrated Cement Concrete M15 Grade 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 standard specification 111, 112,1000, 1500,1700,2200 & 900 for FOUNDATION OF RETAINING WALL

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-

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Retaining wall at km 1/250 -1/6

328.95

2024687

6155

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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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-

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Box culvert at km 0/4

2.47

236156

95610

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Box culvert at km 0/6

2.47

236156

95610

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Box culvert at km 1/6

2.95

282049

95610

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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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-

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Box culvert at km 0/4

33.38

411708

12334

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Box culvert at km 0/6

33.38

411708

12334

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Box culvert at km 1/6

42.28

523595

12384

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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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-

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Box culvert at km 0/4

42.17

353300

8378

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Box culvert at km 0/6

42.17

353300

8378

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Box culvert at km 1/6

61.5

504054

8196

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Vibrated Cement Concrete M15 Grade 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 standard specification 111, 112,1000, 1500,1700,2200 & 900 for RETAINING WALL BELOW SILL LEVEL

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-

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Retaining wall at km 1/250 -1/6

442.43

3205847

7246

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Vibrated Cement Concrete M15 Grade 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 standard specification 111, 112,1000, 1500,1700,2200 & 900 for RETAINING WALL ABOVE SILL LEVEL

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-

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Retaining wall at km 1/250 -1/6

1408.57

12391190

8797

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Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications 2706 & 900.

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-

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Retaining wall at km 1/250 -1/6

771

136852

177.5

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PROVIDING AND FIXING BITUMEN PAD including cost and conveyance of all materials to site, labour charges for joint sealants and fixing them in position etc., Complete standard specification 2600 & 900 for in between Retaining wall

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-

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Retaining wall at km 1/250 -1/6

131.22

62854

479

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

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-

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Basic cost of value put to tender as per estimate

1

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42861414

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Add GST at 18%

1

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7715055

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Total Value put to Tender

1

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50576469

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Excess/Less Percentage

1

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-

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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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42861414

-

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

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