Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Road Construction
Drainage Work
Eprocure
Opening Date9 Nov 2024
Closing Date11 Dec 2024
Tender Amount₹ 17,02,30,000 
Notes
Download

Costs

Summary

Road A Widening from Two Lane to Four Lane and Strengthening at km 25/6 - 27/6 of Kallakurichi - Thiruvannamalai Road including Construction of Centre Median, Drain, Retaining Wall

Description

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BOQ Items

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DO_NOT_SHOW

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Road A

6494

123

800450.44

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Road A (Minor Bridge)

419

123

51645.94

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Road A (Branch road Improvements)

230.24

123

28379.38

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Road A (PCC Retaining wall)

2425.5

123

298967.13

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Providing compaction of berms using the box cut earth including all hire and fuel charges for power roller for compaction,water sprinkler,including all labour charges for laying spreding , watering etc., complete as directed by the departmental engineers for making up of low berms

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-

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Road A

6456

26

171987.84

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Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method 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 (Filter / Separation Layer at Bottom)

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-

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Road A

2620

1713

4488662.6

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Road A (Box Culvert)

6.39

1713

10947.54

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Road A (Branch road Improvements)

86.34

1713

147920.28

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Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method 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 (Drainage Layer at Top)

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-

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Road A

1638

1802

2952003.6

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Road A (Box Culvert)

4

1802

7208.8

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

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Road A

4511

2132

9619978.16

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Road A (Box Culvert)

9.99

2132

21304.27

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Road A (Branch road Improvements)

143.91

2132

306896.71

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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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Road A

18238

80

1472171.36

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Road A (Branch road Improvements)

575.61

80

46463.24

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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 as perClause 503 of MORTH Rev-5

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-

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Road A

18238

18

337038.24

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Road A (Branch road Improvements)

575.61

18

10637.27

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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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-

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Road A

11027

26

295303.06

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Road A (Branch road Improvements)

1000.78

26

26800.89

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Providing ,laying 75mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50-13.20mm, 0.35 cum of 13.20-2.36mm and 0.36 cum of 2.36mm & below size IRC metal with 71.30 kgs of VG40 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 Grade-I

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Road A

1824

8980

16380048.96

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Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50-13.20mm, 0.35 cum of 13.20-2.36mm and 0.36 cum of 2.36mm & below size IRC metal with 71.30 kgs of VG40 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 Grade-II

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-

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Road A

652

9710

6331206.88

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Providing,laying 50mm consolidated thick Bituminous Macadam using 0.20 cum of 26.50-13.20mm,0.43 cum of 13.20-2.36mm and 0.08 cum of 2.36mm & below size IRC metal with 37Kgs of VG40 Grade bitumen for premixing per10sqm including cost and conveyance of all materials to CMP site,heating the bitumen,aggregate and mixing the min required temperature using 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 grade sand crosssection sand 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 20-30 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 Grade - II

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Road A (Branch road Improvements)

78.82

8150

642435.02

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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 VG40 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 Grade - II

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-

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Road A

1171

11048

12938144.8

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Road A (Branch road Improvements)

47.29

10277

486033.85

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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 incidental charges and sheeting, shoring, bracing and their sub sequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, back filling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Drain.

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-

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Road A (Drain)

2598.48

166

431633.51

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Earthwork excavation in all classes of soil except soft rock not requiring blasting and 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 Bridges

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-

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Road A (Minor Bridge)

1641.09

531

872698.84

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Dismantling, Salvaging and removal of existing and disposing of resulting materials and back filling the resulting trenches and pits etc., as per MORT&H Specification including all labour and other incidental charges etc., complete Dismantling plain cement concrete.

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-

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Road A (Box Culvert)

26.01

486

12646.06

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Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits for Cut stone salb culvert.

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-

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Road A (Box Culvert)

22.5

512

11540.93

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Dismantling clearing away and carefully stacking materials useful for re use dismantling stone masonry in cement mortar walls under 3.00m height.

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-

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Road A (Box Culvert)

43.88

283

12424.18

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Earth work 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 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 excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation of Box Culvert

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-

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Road A (Box Culvert)

423.75

289

122620.54

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Plain Cement concrete in CC M 10 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for LEVELLING COURSE FOR FOOTINGS OF ABUTMENTS, PIER AND WING WALLS- BELOW SILL.

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-

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Road A (Minor Bridge)

52.93

5232

276968.93

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Road A (PCC Retaining wall)

220.5

5252

1158105.69

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

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-

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Road A (Box Culvert)

55.99

5915

331185.33

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Road A (Drain)

198

5913

1170942.3

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Vibrated reinforced cement concrete (design mix) M25 grade using ISS size HBG graded metal crushed stone including cost conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing including all incidental charges etc., complete for Box culvert

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-

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Road A (Box Culvert)

245.77

11689

2872957.91

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Road A (Drain)

1095.23

14582

15971322.9

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Vibrated cement concrete M20 (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 Wing wall and Parapet.

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-

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Road A (Box Culvert)

171.98

7893

1357574

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Vibrated Cement concrete in M 20 grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for ABUTMENTS, PIER AND WING WALLS- BELOW SILL.

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-

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Road A (Minor Bridge)

1237.8

6805

8424305.89

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Road A (PCC Retaining wall)

1540.7

7003

10790600.59

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Vibrated Cement concrete in M 20 grade (Nominal mix) using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges shoring, strutting etc., complete as per relevant standard specification for SUBSTRUCTURE OF ABUTMENT, PIER & WINGS - ABOVE SILL LEVEL..

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-

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Road A (Minor Bridge)

320.66

8282

2655953.03

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Road A (PCC Retaining wall)

1527.56

7901

12069984.79

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Vibrated Reinforced Cement concrete in M30 grade (Design mix) using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for BED BLOCK CUM DIRT WALL

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-

-

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Road A (Minor Bridge)

46.68

13692

639148.16

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Providing and fixing PVC seepage pipes of 100mm dia at 1.0 m c/c to drain the back fill behind the abutments and wings placed inclined position including cost and conveyance of all materials to worksite to worksite and labour charges for fixing, etc. complete

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-

-

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Road A (Minor Bridge)

230.56

177

40924.4

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Road A (PCC Retaining wall)

1166.88

177

207121.2

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Providing and fixing KRAFT PAPER for full width of seating of deck slab including cost and conveyance to work site labour for fixing the same in correct position and all other incidental charges etc, complete

-

-

-

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Road A (Minor Bridge)

58.83

110

6471.3

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Vibrated Reinforced Cement concrete in M30 grade (Desing mix) using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for DECK SLAB AND SAFETY KERB

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-

-

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Road A (Minor Bridge)

380.42

11934

4540267.05

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Providing filter media behind abutment and wings for 600 mm thick using filter material conforming to claise 309.3.2.8 of MOST/1997 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to work site including all other incidental charges, etc. complete.

-

-

-

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Road A (Box Culvert)

147.48

1300

191861.16

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Road A (Minor Bridge)

171.89

1292

222162.67

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Filling behind Abutments and Wing wall with clean Gritty Gravel including cost and conveyance of Gravel having phi value more that 35 and confirming to appendex-6 of IRC 78-200 including cost and conveyance of gravel to work site, 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

-

-

-

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Road A (Box Culvert)

386.28

295

114284.8

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Road A (Minor Bridge)

495.84

289

143362.22

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Providing and fixing 20mm thick BITUMEN 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 sealant and fixing them in position etc, complete as directed by the dept. officers.

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-

-

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Road A (Minor Bridge)

111

719

79809

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Providing and fixing 20mm thick BITUMEN 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 sealant and fixing them in position etc, complete as directed by the dept. officers.

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-

-

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Road A (PCC Retaining wall)

92.29

234

21623.55

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Vibrated Cement concrete in M15 grade (Nominal mix) using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for BASE COURSE OR APPROACH SLAB

-

-

-

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Road A (Minor Bridge)

40.7

6627

269731.52

... More
Vibrated Reinforced Cement concrete in M30 grade (Design mix) using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for APPROACH SLAB

-

-

-

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Road A (Minor Bridge)

89.04

9318

829699.65

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Vibrated Reinforced cement concrete M30 Grade (Design mix) using 25mm, 12mm and 6mm IRC size hard broken granite metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying, compacting, curing including all other incidental charges etc.,complete for WEARING COAT 75mm UNIFORM THICKNESS OVER DECK SLAB AND OVER APPROACH SLAB.

-

-

-

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Road A (Box Culvert)

171.77

654

112423.47

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Road A (Minor Bridge)

915.84

654

598968.52

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Vibrated Reinforced Cement concrete in M40 grade (Design mix) using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for CRASH BARRIER

-

-

-

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Road A (Minor Bridge)

15.94

18205

290202.21

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Vibrated Cement concrete in M 20 grade (Nominal mix) using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges shoring, strutting etc., complete as per relevant standard specification for CRASH BARRIER TYPE PARAPET WALL.

-

-

-

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Road A (Minor Bridge)

10.92

10409

113674.8

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Providing and fixing of G.I. Drainage spouts 100mm dia as per MOST drawing No.SD/205 with grating arrangements at top as shown in the drawing including cost and conveyance of GI pipes and flats and fixing them in position etc., complete

-

-

-

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Road A (Minor Bridge)

6

2498

14988.6

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Supply and fabrication of STEEL grade Fe500 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 for Box Culvert

-

-

-

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Road A (Minor Bridge)

43.09

95609

4119612.23

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Road A (Box Culvert)

16.82

95609

1608052.31

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Road A (Drain)

58.54

95609

5596966.67

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Supply and fabrication of Fe-240 steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening,cutting,bending,tying grills, including over laping to the required length wherever necessary and providing to the reinforcement 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. FOR WEARING COAT as Mesh Reinforcement. as per Section 2706 of MORT&H Specficaton (Fifth Revision-2013)

-

-

-

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Road A (Minor Bridge)

5.97

95609

570882.95

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Supplying and fixing PVC pipes of 110mm dia for Service utlities including cost and conveyance of all materials to worksite to worksite and labour charges for fixing, etc. complete for Safety Kerb

-

-

-

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Road A (Box Culvert)

54.11

203

10989.74

... More
Providing and fixing of FRP Gratings of 600 x 200 mm size with M.S flats of 25x10mm for outer frames ,25x6mm for inner braces and PVC pipe 150mm dia fixed with mild steel grating, including cost and conveyance of pipes and gratings and fixing them in position (At 10m interval)

-

-

-

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Road A (Drain)

25.56

500

12780

... More
Supplying and fixing of 600mm dia FRC manhole cover Heavy Duty to suit 600 mm clear opening manhole frame as per IS 12592 : 2002 to its latest revision with Reinforment details as directed by the Departmental officers including labour charges for fixing along the drain including all other incidental charges etc., complete

-

-

-

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Road A (Drain)

106

1058

112171.32

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Supplying and fixing of 600mm dia FRC manhole Frames Heavy Duty to suit 600 mm clear opening manhole frame as per IS 12592 : 2002 to its latest revision with Reinforment details as directed by the Departmental officers including labour charges for fixing along the drain including all other incidental charges etc., complete

-

-

-

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Road A (Drain)

106

1511

160168.12

... More
Painting two coats with Ready mix plastic enamel paint and approved colour including priming coat over the cement surface complete including scrapping clean removal of dirt of parts over cement surface

-

-

-

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Road A (Minor Bridge)

195.64

224

43936.83

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Construction of cement concrete centre median kerb with top and bottom width 150 and 165 mm respectively, 325 mm high in M 20 grade PCC on M 10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid, foundation concrete laid manually, all complete as per clause 408.

-

-

-

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Road A (Kerb)

3977.88

465

1852618.05

... More
Re-Filling using excavated earthlaying, handling charges and filling in layers,tamping under optimum moisture content to get the maximum density by watering with all leads for water including all other incidental charges such as bailing out water if necessary forming protective bunds etc., complete for kerb (Filling and Compaction charges only)

-

-

-

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Road A (Kerb)

559.34

42

23967.72

... More
Providing and laying of hot applied Thermoplastic compound 2.5mm thick including reflectorising glass beads at 250 gms per sqm area thickness of 2.50mm is exclusive of surface applied glass beads as per the IRC : 35. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MORT&H specification No.803

-

-

-

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Road A (Road Furniture)

1704.3

890

1516827

... More
Providing and fixing reflective road studs of ‘category A’ raised pavement markers made out of poly carbonate / methyl methecrylate / ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflective raised pavement values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH / 33023 / 10 / 97-DO.III dt.11.06.1997. The height, width and length shall not be less than 15mm, 90mm and 100mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of cylindrical shanks, (of diameter not less than 19 +\- 2mm and height not less than 30 +\- 2mm) from the body is to be a minimum value of 500 kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as engineer. The marker shall support a load of 13635 kg tested in accordance with ASTM D4280 and confirming to IRC 35-2015 guidelines and MORT&H specification 804 etc., complete

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-

-

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Road A (Road Furniture)

1376

480

660480

... More
Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs {without definition board} made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 —09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2. 10m from the ground level to the bottom of the sign board and 0.6Om below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in Charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67- 2012. The retro - reflective sheeting shall be covered under 7 3 ear warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 . ( as per MORT&H Specification No.801)

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-

-

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Road A 90 cm equilateral triangle.

48

5126

246048

... More
Road A 80 cm x 60 cm rectangular

6

6349

38094

... More
Road A 60 cm circular board

7

4513

31591

... More
Road A 90 cm octagon

5

8205

41025

... More
Road A 60 cm x 45 cm rectangular

43

4316

185588

... More
Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 —09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with MIS grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H Specification No.801) 30cm x 90cm rectangular

-

-

-

... More
Road A (Road Furniture)

13

4000

52000

... More
Providing and erecting of Direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for Matisfactory completion of the work as directed by the engineerin- charge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MoRT&H Specification No.801)

-

-

-

... More
Road A Rate per sqm (for sign having area upto 0.9 sqm Type-IV

8

11805

94440

... More
Providing arid erecting Single sided Double Guard Metal Beam Crash Barrier System 1.7Om high, comprising of 3mm thick wall "W" beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/ 360 and dip galvanized having Zinc Mass of 550gms / sqm, minimum 95Omm above road/ ground level fixed on ISMC series channel vertical post l50x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800rnm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS: 1367 clause 4.60 all complete as per Technical Specification arid as directed by the Engineer-in-charge. SoR 24-25, Unique No.HW-W0088)

-

-

-

... More
Road A (Road Furniture)

50

4696

234800

... More
Supplying and installation of delineators (road way indicators, hazard markers and object markers), 80- 1O0 cm high above ground level, painted at alternatively black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete (as per MORT&H specification No. 806) SoR 24-25, Unique Item No.HW-W0091)

-

-

-

... More
Road A (Road Furniture)

200

2400

480000

... More
Digitally Printed Retro Reflectorized Sign Board using UV Inkjet Printer Providing and fixing of Retro Reflectorized Sign Boards made out of cube corner micro prismatic grade sheeting of Type-XI standards of IRC 67-20 12 and ASTM D 4956 — 09 specification, Digitally Printed using UV Inkjet Printer (UVIJ) for traffic colour, images / logos/ text and laminated with clear electro-cuttable film and applied to properly prepared sign substrates, fixed over 2mm Aluminium sheet with back supporting frame of 50x50x6mm Mild Steel 'L' angle and supported on a 150NB (Nominal Bore) pipe with 4. 50mm thick with an overall height from top of the board to foundation. The sign board should be of 2. 10m clear height from the ground level to the bottom of the sign board and 1.10m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete of size 450x450x 1100mm including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in-charge etc., complete. The Micro prismatic sheeting should have minimum 70% co-efficient of Retro-reflection values as per table 6. 90 of IRC 67-2012. The retro-reflective sheeting shall be covered under 10 Years warranty issued for field performance and a certified copy of 3 years outdoor exposure report shall be obtained as per IRC 67-2012. The warranty shall be inclusive of digitally printed images/ logos / test/ legends and their bonding to the retro-reflective sheeting (as per MorT&H specification no.801) of Size — 3.64m x 2.42m

-

-

-

... More
Road A (Road Furniture)

4

157550

630200

... More
Providing and Fixing of Flexible Median Marker that are made of tough, high impact resistant, injectionmolded, thermoplastic body with property of flexibility to provide high durability. The dimension of Flexible Median Marker should not exceed 18.4 cmin height (including shank height),12.5 Cm in width. ,0.65 cm in thickness and shank depth shall be 3.4 cm The body structure shall be rounded at all its corners and edges. The plastic used for molding the Flexible Median Marker should survive impact load of 5kg continuously for 750 times at room temperature. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have flame like shaped body with, fluorescent yellow color retroreflective sheeting of size not less than 90 Cm square, with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67 2012 and ASTM D4956-09 type XI specifications reflectivity values. The retro-reflective sheeting shall be one or both sides of the Flexible Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc., The Flexible Median Marker shall be fixed by a combination of epoxy adhesive and grouting as recommended by manufacturer.

-

-

-

... More
Road A (Road Furniture)

490

1980

970200

... More
Proving and fixing Solar powered Traffic Blinkers of 30cm dia with Polycarbonate Dome 5mm Red of Led 150 Nos. iri each Red Blinkers Light - 1 No. with Red / White / Blue Led Blinkers Delineator Solar Panel :12v 50w Solar Panel — 1 No. 12v 18 AH Battery - 1 No. with Box, Solar Circuit Controller Board Box. Straight Pole : MS Pole 3” dia 2.5mm thick 18 Feet height pole (1 No.) with 2 Feet under ground pole foundation, pole painting including transportation charges, installation charges etc., complete as per standard specification

-

-

-

... More
Road A (Road Furniture)

4

25000

100000

... More
Calculation of SubTotal, GST and Total Amount carried out by system automatically

-

-

-

... More
Basic cost of value put to tender as per estimate

1

144262558

-

... More
Add GST at 18%

1

25967260

-

... More
Total Value put to Tender

1

170229818

-

... More
Quoted value

1

-

-

... More
Final Quoted Value

1

-

-

... More
Add GST at 18% of Final Quoted Value

1

-

-

... More
Total Value of Contract Including 18% of GST

1

-

-

... More
Basic cost of value put to tender as per Estimate

-

-

144262558

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

-

-

-



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