Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date16 Nov 2024
Closing Date27 Nov 2024
Tender Amount₹ 4,20,60,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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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, 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. box cutting for widening portion.

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-

-

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Main work Km 0/0-0/8

596.74

123

73554.17

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Granular Sub-Base with Close Graded Material (Table:- 400-1) 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 soil compactor to achieve the desired density, complete as per clause 401 for grading- V Material

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-

-

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Main work Km 0/0-0/8

324.85

1959

636527.33

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Granular Sub-Base with Close Graded Material (Table:- 400-1) 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 soil compactor to achieve the desired density, complete as per clause 401 for grading-III Material

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-

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Main work Km 0/0-0/8

138.23

2049

283251.24

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WET MIX MACADAM Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam, 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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Main work Km 0/0-0/8

747.16

2237

1671875.1

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Prime Coat Over WMM Surface Providing and laying Prime Coat over WMM surface using Pressure Distributor at the rate of 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 per Clause 502 of MORTH Rev-5

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-

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Main work Km 0/0-0/8

4059.45

81

331575.88

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Tack Coat Over Primed Surface Providing and laying Tack Coat over WMM surface (treated with primer) using Pressure Distributor at the rate of 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 per Clause 503 of MORTH Rev-5

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-

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Main work Km 0/0-0/8

4059.45

18

76480.04

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Tack Coat over Cement Concrete Surface Providing and laying Tack Coat over Cement Concrete surface using Pressure Distributor at the rate of 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 perClause 503 of MORTH Rev-5

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-

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Main work Km 0/0-0/8

117.81

21

2511.71

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BM (Grade-II) 65mm Thick Using VG30 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 37 Kgs of VG30 Grade bitumen for premixing per 10sqm of 50mm thick 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 required thickness 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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-

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Main work Km 0/0-0/8

263.86

8563

2259470.12

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BC 30mm Thick (Grade-II) Using VG30 Bitumen Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00- 9.50mm, 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 of 40mm thick 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 30mm 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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-

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Main work Km 0/0-0/8

121.78

10829

1318828.69

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BC 50mm Thick (Grade - I) Using VG30 Bitumen Providing and laying Bituminous Concrete to 50mm thick using 0.22 cum of 26.5-13.20mm, 0.24 cum of 13.20-2.36mm and 0.26cum of 2.36 & below IRC HBG metal with 62.40 kgs of VG30 bitumen for premixing per 10sqm of 50mm thick 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 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 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 clause 507 of MORTH.

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-

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Main work Km 0/0-0/8

5.89

10316

60763.24

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EARTH WORK FOR BERMS INCL. COMPACTION Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with an average lead of 5 Km 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, back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of low berms with conveyance for 5 Km Lead

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-

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Main work Km 0/0-0/8

139.14

26

3709.47

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BOX CULVERTS

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-

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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.a) Dismantling Plain Cement Concrtete.

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-

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Box culvert at km 0/2 (i)

12.74

486

6194.19

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Box culvert at km 0/2 (ii)

14.92

486

7254.1

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Box culvert at km 0/4

15.16

486

7370.79

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Box culvert at km 0/6 (i).(ii) & 0/8 (i) (ii)

55.85

486

27154.27

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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, materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deletrious matter and obstructions, trimming bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification -MORTH Vth Rev., 304 for Culvert / Wing Wall

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-

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Box culvert at km 0/2 (i)

128.01

289

37042.25

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Box culvert at km 0/2 (ii)

128.09

289

37065.4

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Box culvert at km 0/4

161.07

289

46608.83

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Box culvert at km 0/6 (i).(ii) & 0/8 (i) (ii)

476.32

289

137832.72

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Cement Concrete of grade M15 using 40mm ISS size HBG graded metal and using M Sand including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor 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 relevant standard specifications, for LEVELLING COURSE as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900.

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-

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Box culvert at km 0/2 (i)

9.09

6227

56606.07

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Box culvert at km 0/2 (ii)

8.51

6227

52994.24

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Box culvert at km 0/4

8.99

6223

55948.19

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Box culvert at km 0/6 (i).(ii) & 0/8 (i) (ii)

32.01

6215

198960.72

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Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard broken granite metal and using M Sand, 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 as per relevant standard specifications as directed by the Engineer for BASE SLAB, STEM AND TOP SLAB OF Box culvert as per MORTH No. 111, 112, 900, 1000, 1500, 1600, 1700, 2100

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-

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Box culvert at km 0/2 (i)

37.91

12280

465566.27

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Box culvert at km 0/2 (ii)

25.1

11878

298138.8

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Box culvert at km 0/4

27.62

12297

339646.45

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Box culvert at km 0/6 (i).(ii) & 0/8 (i) (ii)

100.39

11891

1193821.82

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Supply and fabrication of (HYSD) Steel Grade (as per steel schedule) required for all RCC items of works involved in the schedule of drawings including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, positioning 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. - MORTH Vth Rev., 1000, 1500, 1600 & 900

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-

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Box culvert at km 0/2 (i)

2.93

95609

279752.72

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Box culvert at km 0/2 (ii)

1.83

95609

175251.79

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Box culvert at km 0/4

1.93

95609

184717.11

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Box culvert at km 0/6 (i).(ii) & 0/8 (i) (ii)

7.33

95609

701007.17

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Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG graded metal using with M Sand including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor 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 relevant standard specifications, as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900. complete For wing wall and parapet.

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-

-

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Box culvert at km 0/2 (i)

29.85

8706

259889.62

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Box culvert at km 0/2 (ii)

37.17

8697

323288.68

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Box culvert at km 0/4

49.25

8489

418122.65

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Box culvert at km 0/6 (i).(ii) & 0/8 (i) (ii)

129.06

8738

1127806.3

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Stone Dust Filling in between the box culvert and wing wall including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete. MORTH Vth Rev.

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-

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Box culvert at km 0/2 (i)

15.38

346

5329.02

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Box culvert at km 0/2 (ii)

6.18

346

2141.31

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Box culvert at km 0/4

9.91

346

3433.72

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Box culvert at km 0/6 (i).(ii) & 0/8 (i) (ii)

24.71

340

8414.25

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EARTH WORK INCL. COMPACTION USING CONVEYED EARTH 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 diversion road.

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-

-

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Box culvert at km 0/4

404.02

238

96164.84

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Box culvert at km 0/6 (i).(ii) & 0/8 (i) (ii)

1616.1

238

384664.12

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Supply of 1000mm dia RCC NP3 class pipes confirming to IS 458 specification as directed by the departmental officers including cost and conveyance of pipes to the worksite and all other incidental charges etc., complete as per standard specification as per MORTH Vth Rev., 1000, 2900 & 900 for diversion road

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-

-

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Box culvert at km 0/4

12.5

4276

53460

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Box culvert at km 0/6 (i).(ii) & 0/8 (i) (ii)

50

4276

213840

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Laying and fixing of 1000mm dia RCC NP3 pipe in position excluding cost of pipes but including conveyance to work spot and handling charges on both sides including labour charges for hoisting and placing the pipes in position and packing the joints and all other incidental charges etc., complete as per standard specification as per MORTH Vth Rev., 2905, 2906 & 900 for diversion

-

-

-

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Box culvert at km 0/4

12.5

266

3327.5

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Box culvert at km 0/6 (i).(ii) & 0/8 (i) (ii)

50

266

13310

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Granular Sub-Base with Close Graded Material (Table:- 400-1) 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 soil compactor to achieve the desired density, complete as per clause 401 for grading- V Material

-

-

-

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Box culvert at km 0/4

44.63

1959

87450.25

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Box culvert at km 0/6 (i).(ii) & 0/8 (i) (ii)

178.5

1959

349761.83

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Protective wall

-

-

-

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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, materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deletrious matter and obstructions, trimming bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification -MORTH Vth Rev., 304 for foundation of PCC Protective wall

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-

-

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Protective wall at km 0/2

362.7

289

104954.5

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Protective wall at km 0/4 PCC

346.58

289

100289.85

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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, materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deletrious matter and obstructions, trimming bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification -MORTH Vth Rev., 304 for foundation of RCC Protective wall

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-

-

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Protective wall at km 0/4

284.05

166

47183.55

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Protective wall at km 0/6

373.64

166

62065.34

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Protective wall at km 0/8

371.45

166

61701.56

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

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-

-

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Protective wall at km 0/2 PCC

41.85

6335

265142.77

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Protective wall at km 0/4 PCC

39.99

6300

251943.4

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Protective wall at km 0/4 RCC

44.85

6223

279118.59

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Protective wall at km 0/6 RCC

59

6215

366719.22

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Protective wall at km 0/8 RCC

58.65

6215

364543.77

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Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS hard broken granite metal and using M-Sand including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for foundation

-

-

-

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Protective wall at km 0/2 PCC

78.3

6475

507038.7

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Protective wall at km 0/4 PCC

74.82

6412

479788.49

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Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS hard broken granite metal and using M-Sand including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for Below sill level.

-

-

-

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Protective wall at km 0/2 PCC

146.62

7543

1105978.12

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Protective wall at km 0/4 PCC

140.1

7548

1057502.82

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Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS hard broken granite metal and using M-Sand including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for above sill level.

-

-

-

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Protective wall at km 0/2 PCC

147.58

8945

1320230.02

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Protective wall at km 0/4 PCC

141.02

8910

1256499.48

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Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm ISShard broken granite metal using with M-Sand, 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 as per relevant standard specifications as directed by the Engineer for Below sill as per MORTH No. 111, 112, 900, 1000, 1500, 1600, 1700, 2100

-

-

-

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Protective wall at km 0/4 RCC

106.86

10806

1154767.63

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Protective wall at km 0/6

140.56

10780

1515330.98

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Protective wall at km 0/8 RCC

139.74

10780

1506490.83

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Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm ISShard broken granite metal using with M-Sand, 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 as per relevant standard specifications as directed by the Engineer for above sill as per MORTH No. 111, 112, 900, 1000, 1500, 1600, 1700, 2100

-

-

-

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Protective wall at km 0/4 RCC

63.14

15635

987234.31

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Protective wall at km 0/6 RCC

83.05

15606

1296127.3

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Protective wall at km 0/8 RCC

82.57

15606

1288636.14

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Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall / protective wall 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 as per standard specification. -MORTH Vth Rev., 2700, 2706, 2707 & 900

-

-

-

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Protective wall at km 0/2 PCC

60

192

11550

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Protective wall at km 0/4 PCC

29

192

5582.5

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Protective wall at km 0/4 RCC

52

192

10010

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Protective wall at km 0/6 RCC

68

192

13090

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Protective wall at km 0/8 RCC

67.6

192

13013

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Supply and fabrication of (HYSD) Steel Grade (as per steel schedule) required for all RCC items of works involved in the schedule of drawings including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, positioning 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. - MORTH Vth Rev., 1000, 1500, 1600 & 900

-

-

-

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Protective wall at km 0/4 RCC

14.95

95609

1429358.59

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Protective wall at km 0/6 RCC

19.67

95609

1880156.29

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Protective wall at km 0/8 RCC

19.55

95609

1869161.23

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Refilling of berms on both sides of carriageway by using exess box soil earth available at site with consolidation by power roller compaction and in accordance with the specificatin and the lines and cross sections shown in the drawings or as indicated by the engineer as per MORTH to berms.

-

-

-

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Protective wall at km 0/2 PCC

241.8

26

6446.39

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Protective wall at km 0/4 PCC

231.05

26

6159.79

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Protective wall at km 0/4 RCC

189.37

26

5048.6

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Protective wall at km 0/6 RCC

249.09

26

6640.74

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Protective wall at km 0/8 RCC

247.63

26

6601.82

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Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with and average lead of 5 km 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, clearing up the site and disposal of all surplus materials etc.,complete as per standard specification. For Carted Earth with compaction for Filling With Conveyance Of 5 Kms Lead

-

-

-

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Protective wall at km 0/2

177.72

238

42300.91

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Protective wall at km 0/4 PCC

169.82

238

40420.56

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Protective wall at km 0/4 RCC

138.55

238

32977.67

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Protective wall at km 0/6 RCC

181.58

238

43219.67

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Protective wall at km 0/8 RCC

193.69

238

46102.09

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Vibrated Cement Concrete M 20 mix(Nominal mix)using 40mm ISS size hard broken granite metal using with M Sand, including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed and in accordance with standard specification for Parapet as per MORTH Vth Rev., 1000, 1500, 1700, 2100

-

-

-

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Protective wall at km 0/2 PCC

5.4

11880

64152.16

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Protective wall at km 0/4 PCC

5.13

11876

60924.55

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Protective wall at km 0/4 RCC

5.02

13870

69628.4

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Protective wall at km 0/6 RCC

6.64

13862

92046.27

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Protective wall at km 0/8 RCC

6.48

13853

89770.36

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Providing and fixing PVC EXPANSION JOINT in retaining/Protective Wall in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc, complete.

-

-

-

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Protective wall at km 0/2 PCC

4.4

653

2874.96

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Protective wall at km 0/4 PCC

4.4

653

2874.96

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Protective wall at km 0/4 RCC

6

653

3920.4

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Protective wall at km 0/6 RCC

9

653

5880.6

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Protective wall at km 0/8 RCC

9

653

5880.6

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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

35642455

-

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Add GST at 18%

1

6415642

-

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Total Value put to Tender

1

42058097

-

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Quoted Percentage

1

-

-

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Total Value of Contract Including 18% of GST

1

-

-

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Contract Value of put to tender as per Estimate

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42058097

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

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Quoted Rate in Words

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