Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date19 Nov 2024
Closing Soon5 Dec 2024
Tender Amount₹ 2,45,00,000 
Notes
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Costs

Summary

Tn.37/sl.no.03/cpt Div/cridp 2024-25

Description

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BOQ Items

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DO_NOT_SHOW

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ROAD A

199

1745

347348.53

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Granular Sub-Base with Close 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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ROAD A

181

1834

331959.43

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Wet Mix Macadam 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).as per MORTH & H Rev.V

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ROAD A

568

2070

1175936.08

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ROAD B

81.3

2070

168316.2

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Prime coat - 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

1870

81

151844

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ROAD B

325

81

26380.25

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Tack coat - 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 asperClause 502 of MORTH Rev-5

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ROAD A

1870

18

34894.2

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ROAD B

325

18

6061.25

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Tack coat - 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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ROAD A

3690

26

99371.7

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ROAD B

15075

26

405819

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Bituminous Macadam (Table - 500-10) - 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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ROAD A

19.7

8226

162059.29

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Bituminous Macadam Patches (Table - 500-10) - (Providing and laying Bituminous Macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 30) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic Paver Finisher to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per Clause 505 MORT&H Rev-V) - Grading II.

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ROAD B

139.8

8226

1150045.13

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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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ROAD A

108.6

9609

1043632.97

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BC 30/40mm Thick (Grade-II) 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 A

167

10403

1737459.65

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ROAD B

616

10403

6408833.2

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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of low berms with conveyance

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ROAD A

450

238

107100

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ROAD B

990

238

235620

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Supply and Fixing of KM Stone of standard design and drawing as per IRC: 8 - 1980 (second revision) including painting and numbering etc., and all other incidental charges etc., complete and as directed by the Engineer.

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ROAD A

1

2197

2197

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Supply and Fixing of HM Stone of standard design and drawing as per IRC: 26 - 1967 (second revision) including painting and numbering etc., and all other incidental charges etc., complete and as directed by the Engineer.

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ROAD A

4

574

2298.6

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Painting with synthetic Enamel paint over the existing KM, HM Stones, boundary stones, Guide stones, Parapets of Culverts, Tree number back ground, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers.

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ROAD A

5

252

1264

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White washing with white cem over the Culvert parapets, etc., including cost of white cem and labour charges, etc., including all other incidental charges as directed by departmental officers.

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ROAD A

125

36

4605

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Letterings in KM & HM Stones, including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer. Lettering 5 to 10 cm. Size

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ROAD A

160

7

1176

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Letterings in KM & HM Stones, Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer. Lettering 10 to 15 cm. Size

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ROAD A

20

12

245

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Sub Work: Reconstruction of Box Culvert at Km.0/2,0/4,0/6,0/8

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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 Diversion Road

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ROAD A

1700

123

209542

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Carted Earth from approved source within average lead of 5 Km incliding cost of 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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ROAD A

551

238

131138

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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. W00226 For diversion road

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ROAD A

40

4276

171072

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Laying and fixing of 1000mm dia pipes in position excluding cost of pipes but including conveyance to work site and handling charges on both sides including labour charges for positioning and packing the joints and all other incidental charges etc.,complete W0229 for diversion road

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ROAD A

40

266

10648

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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.For slab culvert as per MORT&H Rev. V specifications

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ROAD A

28.3

486

13759.46

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Dismantling the Plain Cement Concrete walls, clearing away and carefully stacking materials useful for reuse for any thickness of walls etc, complete W0034

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-

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ROAD A

39.6

512

20312.03

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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 box culvert and wing wall

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-

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ROAD A

1055

290

305950

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Plain cement concrete of grade M15 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of 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 maintaining of protective bunds, cofferdams, shoring, strutting, etc, complete as per relevant standard specifications for box culvert wing wall

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-

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ROAD A

49.6

6078

301468.8

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Vibrated Reinforced Cement Concrete M 25(Design Mix) grade using 20mm 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 Base slab, Side walls, Inner wall and Deck Slab of Cell Box

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-

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ROAD A

166

11955

1984576.48

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Supply and fabrication of Fe – 500 steel (TOR STEEL) required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over lapping to the required length whenever 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.as per MORT&H Rev. V specifications No.100,1000,1600.

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-

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ROAD A

11.6

95610

1109076

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Vibrated Cement Concrete M 20(Nominal Mix) grade 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 Wing wall and Parapet wall

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-

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ROAD A

333

8120

2704259.7

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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

20761416

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Add GST at 18%

1

3737055

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Total Value put to Tender

1

24498471

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Quoted value

1

-

-

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Final Quoted Value

1

-

-

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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

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20761416

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

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