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₹ 2,72,70,000 
Notes
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Costs

Summary

Mdu No 051 Tn No 12 2024 25 Hdo Dated 23 08 2024

Description

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BOQ Items

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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

2592.54

56621

21.84

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ROAD B

198.37

4332

21.84

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Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to worksite, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 - for grading- V Material

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-

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ROAD A

764.39

1518430

1986.46

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ROAD A 0-2 (ii),0/4 ,0/6 (Box Culvert)

62.94

125027

1986.46

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Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to worksite, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 - for grading- III Material.

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-

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ROAD A

325.8

676347

2075.96

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ROAD A 0-2 (ii),0/4 ,0/6 (Box Culvert)

1.65

3425

2075.96

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Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base /Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5

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-

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ROAD A

1979.82

4376570

2210.59

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ROAD A 0-2 (ii) 0/4,0/6 Box Culvert

4.13

9129

2210.59

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ROAD B

89.25

197295

2210.59

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Providing and laying Prime Coat over WBM/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 and all other incidental charges etc., complete as perClause 502 of MORTH Rev-5

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-

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ROAD A

11030.35

903606

81.92

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ROAD B

595

48736

81.91

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Providing and laying Tack Coat over WBM/WMM surface (treated with primer)using 2.50 Kg of Bitumen Emulsion (RS1)per 10sqm 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

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-

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ROAD A

11030.35

208804

18.93

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ROAD B

595

11257

18.92

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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 specfication on 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 (For Patch Works)

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-

-

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ROAD B

8.63

69565

8060.9

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Providing and laying of Tack Coat using emulsion bitumen (RS1) at the rate of 2.0 KG. per ten square metre over the Existing BT surface preparatory to another bitumen construction over it as per clause 503 MORT & H Specification (Vth Revision)

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-

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ROAD B

3625.13

98386

27.14

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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.

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-

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ROAD A 0-2 (ii),0/4,0/6 (Box Culvert)

51.15

1095

21.42

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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 0.08 cum 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 temperature using Central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading them ix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10tonne 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 charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5-Grading II

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-

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ROAD A

556.02

4787821

8610.88

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Road B

44.5

383184

8610.88

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Providing and laying Bituminous Concrete to 30/40 mm thick using 0.13 cum of 19.00-9.50 mm, 0.17 cum of 9.50-2.36 mm and 0.26 cum 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 20-30 ton capacity, conveying the mix by tipper trucks to paversite, 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 density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t 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

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-

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ROAD A

330.92

3617693

10932.23

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ROAD A 0-2 (ii),0/4,0/6 (Box Culvert)

1.53

16726

10932.23

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Road B

126.62

1384238

10932.23

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Earth work Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains using available earth in accordance with the specifications and the loines, grades and cross sections shown in the drawings or as indicated by the Engineer.

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-

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Road B

90

21420

238

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Dismantling the RR masonry, clearing away and carefully stacking materials useful for reuse for any thickness of walls etc, complete.(Sch.of Rates P.No.28(W-0034)

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-

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ROAD A 0-2(ii),0/4,0/6 (For box culvert)

14.87

4210

283.14

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ROAD A 0/8 (Pipe culvert)

5.85

1656

283.14

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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 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 backfilling, clearing up the site and disposal of all surplus materials etc.,complete as per standard specification. For making up of low berms with conveyance with a lead of 3 km.

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-

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ROAD A

450

107100

238

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ROAD A 0-2,(ii) 0/4,0/6 (For Box Culvert)

425.83

123222

289.37

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ROAD A 0/8 (Pipe culvert)

54.75

15843

289.37

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Earthwork 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 indicated by the Engineer for forming Diversion road.

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-

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ROAD A 0-2 (ii),0/4,0/6 (For Box Culvert)

259.88

61851

238

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Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall.

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-

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ROAD A 0-2(ii)0/4,0/6,(For Box Culvert -

42.16

249133

5909.25

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Vibrated Reinforced Cement Concrete M25 using crushed ISS size HBG graded metal of 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 formwork and centering, labour charges compacting, finishing and curing including all incidental charges etc., completed as per standard specification 1000, 1500, 1600, 1700, 2300 & 900 for drain Cover slab

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-

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ROAD A 0-2 (ii),0/4,0/6 (For Box culvert)

100.15

1338981

13369.76

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Supply and fabrication of Fe – 500 steel with high strength corrosion resistant rebar (TMT Her Grade M) required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary 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.

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-

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ROAD A 0-2(ii),0/4,0/6 (For Box culvert)

7.53

719937

95609.27

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Vibrated Cement Concrete M20 (Nominal mix 1:1.5:3) using 40 mm ISS HBG metal, including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, soft water, Tools and plants and incidental charges etc., complete as per relevant standard specification, for BODY WALL (ABOVE SILL) as per section 1500 & 1700 of MORT&H Specifications (V Revision).

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-

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ROAD A 0/8 (Pipe Culvert)

2.39

14575

6098.43

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Vibrated cement concrete of grade M20 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of form work, soft water, labour charges for mixing transporting, laying, and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting, etc, complete as per relevent standard specifications for Wings walls, & parapet wall.

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-

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ROAD A 0/2,0/4,0/6(For Box culvert)

95.71

857958

8964.15

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ROAD A 0/8 (Pipe culvert)

20.48

203953

9958.69

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Vibrated Cement Concrete M15 Nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete as per MORTH Specification for foundation.

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-

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ROAD A 1/10 (Retaining Wall)

15.75

94530

6001.95

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Vibrated Cement Concrete M15 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete standard specification 111, 112,1000,1500,1700,2200 & 900 for Footing/Below Sill Level

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-

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ROAD A 1/10 (Retaining Wall )

23.51

165639

7045.48

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Vibrated Cement Concrete M15 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cement complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete 111, 112,1000,1500,1700,2200 & 900 for Above Sill Level

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-

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ROAD A 1/10 (Retaining Wall)

40.8

367330

9003.21

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Providing and fixing 100 mm dia PVC SEEPAGE PIPES of required length for Retaining wall including cost and conveyance of all materials to work site, cost and labour for semisperical 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 as per MORTH Specification.(Sch.of Rates P.No.146(M-0864)

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-

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ROAD A 1/10 (Retaining Wall)

42.65

8210

192.5

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Supplying, of NP3 class RCC 1000 mm dia. Pipes confirming to I.S.458 including cost of pipes inclusive of all taxes, loading, unloading, conveyance and delivery at road site including hoisting and fixing the pipe in position & proper gradient including all labour charges as directed by the departmental officers including all other incidental charges etc. complete

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-

-

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ROAD 0/8 (Pipe Culvert)

12.5

53460

4276.8

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Hoisting & fixing of NP3 class RCC 1000 mm dia. Pipes confirming to I.S.458 excluding cost of pipes including hoisting and fixing the pipe in position & proper gradient including all labour charges as directed by the departmental officers including all other incidental charges etc. complete

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-

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ROAD A 0/8 (Pipe Culvert)

12.5

3327

266.2

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Filling the trench with gravel of 8 km lead including all cost, conveyance and filling charges and compacting below and around the hume pipes and all other incidental charges etc., complete as directed by the departmental officers.

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-

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ROAD A 0/8 (Pipe Culvert)

16.9

6938

410.59

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Back Filling behind the retainingwall with Carted Earth With 3Km Lead including cost and conveyance to site including labour charges for filling in layers watering tamping under optimum moisture content to get the maximum density including of all other incidental charges etc.,complete as per MORTH Specification.

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-

-

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ROAD A 1/10 (Retaining Wall)

15.96

3339

209.27

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Refilling Excavated Earth work including removal and satisfactory disposal of all materials necessary for the construction of the roadway and side drains in accordance with the specification sand the lines grades and cross sections shown in the drawings or as indicated by the engineer including Power Roller rolling and all labour charges et complete as per MORTH Specification for Retaining Wall.(Sch.of Rates P.No.23(W-0075)

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-

-

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ROAD A 1/10 (Retaining Wall)

47.25

2024

42.85

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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

-

23108155

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Add GST at 18%

1

-

4159468

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Total Value put to Tender

1

-

27267623

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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

-

23108155

-

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

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