Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date2 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 3,25,00,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Road C

187

64537

345.12

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Road D

212.71

73410

345.12

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Vibrated Cement concrete of grade M10 (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, working at 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 (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)

1

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-

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Road A

16.41

115680

7049.36

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Road B

32.58

235083

7215.58

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Road C

13.78

96232

6983.51

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Road D

15.67

112527

7181.07

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Vibrated Cement concrete of grade M20 (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, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for Foundation Retaining wall (Morth No. 1000, 1500, 1700, 2100, 2200)

1

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-

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Road A

128.68

1018237

7912.94

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Road B

269.04

2174042

8080.74

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Road C

173.4

1360685

7847.09

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Road D

197.24

1586726

8044.65

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Vibrated Cement concrete of grade M20 (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, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for Retaining wall body wall (Morth No. 1000, 1500, 1700, 2100, 2200)

1

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-

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Road A

315.41

3211993

10183.55

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Road B

621.12

6385262

10280.24

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Road C

319.04

3071222

9626.45

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Road D

362.92

3565329

9824.01

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Vibrated cement concrete M15 (Nominal mix) 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 Parapet. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)

1

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-

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Road A

17.82

260223

14602.91

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Road B

32.94

486437

14767.37

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Road C

8.64

125600

14537.06

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Road D

9.72

143220

14734.62

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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 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 (Morth No. 2706, 900)

1

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-

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Road A

83.17

16891

203.1

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Road B

219.03

44484

203.1

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Road C

100.04

20318

203.1

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Road D

113.96

23145

203.1

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Supply of NP 4 class RCC, 1000 mm dia hume pipes of 2.50 m length confirming to IS 458 / 1989 cost of pipe including all other incidental charges , testing charges including Loading and Unloading transport and delivery in good condition at work site as directed by the departmental officers etc., Complete FOR PIPE CULVERT. (Morth No. 2900, 900)

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-

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Road A

5

21384

4276.8

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Hoisting and Fixing of 1000 mm dia pipes to proper gradient including all Labour charges and all other incidental charges etc., Complete FOR PIPE CULVERT. (Morth No 2904, 2905, 2906)

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-

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Road A

5

1331

266.2

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Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MoRT&H's (Roads Wing) specifications for Roads and Bridges " Fifth revision Cl.305-4.4, 309-3.2 and Clause 2504 complete.

1

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-

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Road A

104.67

202804

1937.56

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Road B

201.78

415985

2061.58

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Road C

84.6

159790

1888.78

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Road D

96.23

195839

2035.12

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Refilling with available cut earth including cost and conveyance to site including labour charges for filling inlayers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete (Morth No. 111, 112, 304, 900)

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-

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Road A

719.3

43150

59.99

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Road B

1076.8

64597

59.99

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Road C

295

17697

59.99

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Road D

671.13

40261

59.99

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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. For Boxing (Morth No. 111, 112, 301, 305, 900)

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-

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Road A

150.52

25973

172.56

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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 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 (Morth No. 111, 112, 401, 900)

1

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-

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Road A

39.18

121617

3104.06

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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.(Morth No. 111, 112, 406, 900)

1

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-

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Road A

78.35

261187

3333.6

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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 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 (Morth No. 111, 112, 501, 502, 900)

1

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-

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Road A

313.4

30995

98.9

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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 for machinery, fuel and all other incidental charges etc as per Clause 503 of MORTH Rev-5 (Morth No. 111, 112, 501, 503, 900)

1

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-

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Road A

313.4

6427

20.51

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Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50- 13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs 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 the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 - Grading II (Morth No. 111, 112, 501, 505, 900

1

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-

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Road A

15.67

182433

11642.24

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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 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 - Grading II (Morth No. 111, 112, 501, 507,900)

1

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-

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Road A

9.4

117911

12543.78

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CC Drain

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-

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Earthwork excavation in all classes of soils except hard 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 other incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc. complete a per standard specification for Drain (Morth No. 111, 112, 304)

1

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-

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Road C

153.9

26556

172.56

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Vibrated 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, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification FOR BASE COURSE TO DRAIN (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)

1

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-

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Road C

102.6

786812

7668.74

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Vibrated Cement concrete of grade M20 (Nominal mix) using 20mm and below and below 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 DRAIN (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)

1

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-

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Road C

51.3

428139

8345.79

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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

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27496018

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Add GST at 18%

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4949283

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Total Value put to Tender

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32445301

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Differnce Amount (Excess/less)

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-

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Quoted Amount (Basic Rate Only)

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-

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Add GST at 18% of Quoted Amount

1

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-

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Total Value of Quoted Amount including 18% of GST

1

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-

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Basic cost of value put to tender as per Estimate

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27496018

-

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

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