Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date27 Dec 2024
Closing Soon6 Jan 2025
Tender Amount₹ 2,60,30,000 
Notes
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Costs

Summary

Widening And Strengthening Including Reconstruction Of Culvert And Construction Of Box Culvert Works In Govt Roads In Respect Of Manapparai H Candm Sub Division Try-14

Description

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BOQ Items

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DO_NOT_SHOW

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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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Road-A

380.46

1880

715359.92

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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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Road-A

181.17

1969

356892.22

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Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam average 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

452.93

2237

1013494.29

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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 perClause 502 of MORTH Rev-5

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-

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Road-A

1811.72

81

148108.11

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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.

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-

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Road-A

1811.72

18

34187.16

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Providing and laying Tack Coat over Existing BT surface using pressure distributor at the rate of 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 per Clause 503 of MORTH Rev-5

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-

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Road-A

5640

27

152844

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DBM (Grade-II) 50mm Thick Using VG30 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

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-

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Road-A

108.7

10047

1092206.73

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BM (Grade-II) 50mm 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 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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-

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Road-A

282

8591

2422921.44

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BC 30 Thick (Grade-II) Using VG30 Bitumen Providing and laying Bituminous Concrete to 30/40mm 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

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-

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Road-A

223.66

10878

2433085.31

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UTILIZING AVAILABLE BOX CUT EARTH WITH COMPACTION Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers.

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-

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Road-A

195.24

26

5205.1

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Box Culvert

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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.

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Road-A

567.82

290

164667.8

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Road-B

341.59

290

99061.1

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Cement Concrete of grade M15 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, for LEVELLING COURSE as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900.

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-

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Road-A

19.01

6230

118432.3

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Road-B

18.32

6361

116550.19

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Vibrated Cement Concrete M 20 grade 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 as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 - for foundation footing below Retaining wall/Wing wall

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-

-

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Road-A

10.95

6419

70288.05

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Road-B

59.1

6551

387169.42

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Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm and 12mm 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 for Box culvert.

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-

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Road-A

119.99

12384

1485990.96

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Road-B

166.42

11319

1883707.98

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Vibrated Cement Concrete M 20 grade 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 as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 - for wing wall and Parapet/Retaining wall.

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-

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Road-A

145.84

8460

1233918.7

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Road-B

288.24

8185

2359457.7

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Vibrated Reinforced Cement concrete M30 (Design Mix) using HBG graded size metal and using M.Sand including cost and conveyance of all materials to worksite,but excluding cost and conveyance and fabrication of steel but including cost and labour charges for compacting,curing,including all incidental charges etc.,complete for Wearing coat of 75mm uniform thickness over Deck slab.

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-

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Road-A

75.48

678

51190.54

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Road-B

161.43

688

111076.75

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Supply and fabrication of steel (HYSD) 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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Road-A

8.92

95610

852554.37

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Road-B

15.6

95610

1491802.83

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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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Road-A

69.17

337

23378.77

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Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite, cost and labour for semi-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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-

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Road-A

39.93

192

7686.53

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Road-B

70.5

192

13571.25

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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 Stone masonary in cement mortar

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-

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Road-A

40.73

283

11532.29

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Dismantling the Plain cement concrete structure and removal and disposing of resulting materials and back filling the resulting trenches and pits etc or as directed by the departmental officer including all labour and incidental charges etc., complete.

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-

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Road-B

532.6

486

258950.12

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Providing FILTER MEDIA behind box wall 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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Road-B

37.8

1425

53865

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Filling behind Box wall and Wings with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete for FILLING BEHIND THE BOX WALL AND WINGS.

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-

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Road-B

81.2

324

26349.4

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Vibrated Cement Concrete M15 grade, Nominal Mix 1:2:4, using 40mm ISS hard granite broken metal and using M.Sand including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB as per MoRTH Rev-V.

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-

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Road-B

8.74

6639

58025.82

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Vibrated Reinforced cement concrete of grade M30 hard broken granite metal 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 for Box culvert for Approach Slab as per MoRTH Rev-V.

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-

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Road-B

19.11

9429

180204.43

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Providing and fixing of cast iron drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete.

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-

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Road-B

6

2498

14988.6

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Collection and supply of Carted earth with an average lead of 5km including cost and conveyance to worksite and stacking them on road side for taking premeasurements and spreading the same in the berms as directed by the Engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for Diversion road in accordance with standard specificationsas per MORTH Vth Rev., 111, 112, 408 & 900. (for Diversion Road).

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-

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Road-A

540.69

238

128695.03

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Road-B

180.21

238

42893.58

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Supply 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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-

-

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Road-A

22.5

4276

96228

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Road-B

7.5

4276

32076

... More
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 road.

-

-

-

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Road-A

22.5

266

5989.5

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Road-B

7.5

266

1996.5

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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

-

-

-

... More
Road-A

69

1880

129737.25

... More
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam average 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

-

-

-

... More
Road-A

69

2237

154397.16

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Road-B

25.32

2237

56657.04

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Approach Road

-

-

-

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Earthwork excavation in all classes of soils except hardrock requiring blasting and depositing on bank with average lead of 5Km and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with vibratory soil compactor, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation backfilling, clearing up the site and disposal of all surplus materials etc.,complete as per standard specification. For embankment / sub grade

-

-

-

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Road-B

2581.1

276

712641.71

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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

-

-

-

... More
Road-B

93.94

1972

185310.74

... More
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

-

-

-

... More
Road-B

156.56

2237

350324.92

... More
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 perClause 502 of MORTH Rev-5

-

-

-

... More
Road-B

626.25

81

51202.2

... More
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.

-

-

-

... More
Road-B

626.25

18

11817.34

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BM (Grade-II) 50mm 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 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

-

-

-

... More
Road-B

31.31

8591

269013.02

... More
BC 30 Thick (Grade-II) Using VG30 Bitumen Providing and laying Bituminous Concrete to 30/40mm 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

-

-

-

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Road-B

18.79

10878

204407.02

... More
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

22052098

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Add GST at 18%

1

3969378

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Total Value put to Tender

1

26021476

-

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Quoted Percentage

1

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Quoted Value

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Add GST at 18% of Final Quoted 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

-

-

22052098

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

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-

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Quoted Rate in Words

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