Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date7 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 4,93,00,000 
Notes
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Costs

Summary

Mdu No 016 Tn No 07 2024 25 Hdo Dated 17 08 2024

Description

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BOQ Items

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1792.45

3812182

2126.8

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Box culvert at km 6/6

16.58

35262

2126.8

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Box culvert at km 6/8

16.58

35262

2126.8

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Box culvert at km 10/10

22.28

47385

2126.8

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Construction of granularsub-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 achievethe desired density, complete as per clause 401 For Grading-III Material

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-

762.74

1691909

2218.2

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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 roller 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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-

1906.85

4752671

2492.42

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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 over it, 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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-

7627.39

623996

81.81

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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 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 perClause 503 of MORTH Rev-5

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-

7627.39

144081

18.89

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Advance patch work using 45 mm IRC size HBG metal for making the pot holes and patching using VG10 grade bitumen including mixing at the rate of 44 Kg / Cum of chips s 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 MORTH Specification,

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-

36.54

140603

3847.92

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Providing and laying Tack Coat over Existing BT surface using 2 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 perClause 503 of MORTH Rev-5

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-

10271.69

278465

27.11

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Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.5013.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs 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 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and 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 charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5

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968.35

8604467

8885.7

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Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.009.50mm, 0.17 cum of 9.50-2.36mm 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 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 density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t 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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544.33

6087204

11182.93

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Refilling - 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 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 surplus materials etc., complete as per standard specification. For berms using box cutting

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1080

46278

42.85

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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 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 surplus materials etc., complete as per standard specification. Diversion road

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culvert at km 6/6

312.5

68321

218.63

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Box culvert at km 6/6

203.13

44410

218.63

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Box culvert at km 6/8

203.13

44410

218.63

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Box culvert at km 10/10

203.13

44410

218.63

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Earth work excavation in all classes of soils except hard rock not requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water, shoring, strutting, walling and forming protective bunds wherever necessary etc., complete as per relevent standard specification for DRESSING THE BED UPTO SILL LEVEL.

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-

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culvert at km 6/6

72.73

8964

123.26

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Retaining wall at km 10/8

423.36

52183

123.26

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Earthwork excavation in all classes of soil not requiring blasting except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS AND WINGS.

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-

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culvert at km 6/6

433.43

167737

387

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Box culvert at km 6/6

163.96

47548

290

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Box culvert at km 6/8

163.96

47548

290

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Box culvert at km 10/10

342.7

99383

290

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Palin Cement concrete of grade M15 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, worikingat depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for LEVELLING COURSE BELOW Footing under Abutments & Piers

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-

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culvert at km 6/6

18.45

116825

6332

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Box culvert at km 6/6

9.27

57983

6255

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Box culvert at km 6/8

9.27

57983

6255

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Retaining wall at km 10/8

141.12

942077

6675.72

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Box culvert at km 10/10

17.49

110221

6302

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Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert.

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-

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Box culvert at km 6/6

36.76

455824

12400

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Box culvert at km 6/8

36.76

455824

12400

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Box culvert at km 10/10

76.17

856226

11241

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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 and cost 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 etc., complete as per relevent standard specification for Substructure of Abutments, Return walls and Piers Below sill.

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-

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culvert at km 6/6

288.48

2026860

7026

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Retaining wall at km 10/8

177.58

1456351

8201.1

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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 and cost 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 etc., complete as per relevent standard specification for Substructure of Abutments, Return walls and Piers Above sill.

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-

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culvert at km 6/6

104.5

939768

8993

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Retaining wall at km 10/8

199.15

2260892

11352.71

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Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm and below ISS HBG metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Bed block cum Dirtwall

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-

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culvert at km 6/6

4.67

63782

13658

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Providing and fixing Class I PVC seepage pipes of 100mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain from the backfill as per section 2706 of MORTH specification (Rev- V)

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-

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culvert at km 6/6

60

11550

192.5

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Supply and fixing of KRAFT paper for full width of seating of deckslab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete.

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-

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culvert at km 6/6

8.86

974

110

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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 and cost 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 etc., complete for wing wall and parapet

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-

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Box culvert at km 6/6

42.17

361354

8569

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Box culvert at km 6/8

42.17

361354

8569

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Box culvert at km 10/10

63.41

534165

8424

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Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm and below ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Deck slab.

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-

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culvert at km 6/6

51.42

579966

11279

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Providing FILTER MEDIA behind abutments and return walls for 600mm thickness using filter material conforming to clause 309.3.2.B of MORTH well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite and including labour charges and all other incidental charges etc.,complete.

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-

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culvert at km 6/6

49.9

72854

1460

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Filling behind Abutments and return walls with clean gritty free draining gravel including cost of gravel having pi value less than 6, conveyance of gravel to worksite. Laying, handling charges and filling in layers tamping under optimum moiture content to get the maximum density, including watering, with all leads and lifts for water and all other incidental charges etc., complete

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-

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culvert at km 6/6

102.71

35229

343

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Supplying and fixing of PVC expansion joint in between deck slabs over abutment and pier as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealent etc., complete as per section 2600 of MORTH specifications (Rev - V)

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-

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culvert at km 6/6

19.9

13002

653.4

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Supply and fabrication of STEEL grade Fe550 D for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing 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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culvert at km 6/6

6.88

657796

95610

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Box culvert at km 6/6

2.75

262927

95610

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Box culvert at km 6/8

2.75

262927

95610

... More
Box culvert at km 10/10

5.1

487611

95610

... More
Vibrated cement concrete M15 (Nominal mix) 1:2:4 using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for BASE COURSE BELOW APPROACH SLAB.

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-

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culvert at km 6/6

13

91169

7013

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Vibrated reinforced cement concrete M30 Grade (Design mix) using HBG graded metal of 20mm and below ISS size including cost and conveyance of all materials to work site but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering, labour charges for laying, compacting, curing including all other incidental charges etc.,complete for APPROACH SLAB

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-

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culvert at km 6/6

18.27

174990

9578

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Vibrated reinforced cement concrete M30 Grade (Design mix) using HBG graded metal of 20mm and below ISS size including cost and conveyance of all materials to work site but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering, labour charges for laying, compacting, curing including all other incidental charges etc.,complete for WEARING COAT THICKNESS OVER DECK SLAB AND OVER APPROACH SLAB.

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-

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culvert at km 6/6

115.5

78551

680.1

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Box culvert at km 6/6

23.31

15853

680.1

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Box culvert at km 6/8

23.31

15853

680.1

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Box culvert at km 10/10

45.6

31172

683.6

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Vibrated Reinforced cement concrete of grade M40 (Design mix) using 20mm and below ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Crash Barrier.

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-

-

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culvert at km 6/6

4.77

87567

18358

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Vibrated Cement Concrete of grade M 20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost 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 etc., complete PARAPET OVER RETURNS

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-

-

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culvert at km 6/6

6.07

78406

12917

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Providing and fixing G.I Drainage spouts of 100mm Dia as per GOI drawing No. SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spouts projecting atleast 300mm beyond bottom of deck slab including cost and conveyance of all materials to site and fixing them in position etc., complete.

-

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-

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culvert at km 6/6

2

4996

2498.1

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Supply and fixing of High Quality of PVC pipes of 150mm dia.. including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for proving utility services in footpaths.

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-

-

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culvert at km 6/6

61.76

25920

419.7

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Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing ,retaining wall including cost and conveyance of all materials to work site cost and labour for semi-sperical back fill arrangements with 100 mm 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 2700, 900

-

-

-

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Retaining wall at km 10/8

216.2

43910

203.1

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Fiiling Excavated earthwork 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.No. 111,112,202, 301, 302, 303, 900 (for berms)

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-

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Retaining wall at km 10/8

754.11

125265

166.11

... More
Refilling - 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 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 surplus materials etc., complete as per standard specification. For Retaining wall

-

-

-

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Retaining wall at km 10/8

423.36

18140

42.85

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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

-

41778513

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Add GST at 18%

1

-

7520132

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Total Value put to Tender

1

-

49298645

... More
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

-

41778513

-

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

-

-

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