Highways Department Tender

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Highways Department Tender

Eprocure
Opening Date29 Oct 2019
Closing Date28 Nov 2019
Tender Amount₹ 5,67,53,086 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Clearing Light jungle by cutting, removing and disposing of all materials such as bushes, shrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees upto 300mm girth. (Specification Number as per MORTH Rev.V 201)

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-

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Road.C

2160

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4.29

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Earthwork excavation in all classes of soil except hard rock not requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as baling out water shoring, strutting, walling and forming protective bunds wherever necessary etc., complete as per relevant standard specifications for Box cutting

-

-

-

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Road.A

3762

-

73.1

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Formation of embankment with earth from quarrying palce and compaction (97%) including cost and conveyance of earth to worksite, including all labour charges for laying, spreading etc, including all hire charges all tools and plants employed etc.

-

-

-

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Road.A

1925

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356

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Construction of granular sub- base of 100/150/200/&300 mm thick by providing close graded Material, mixing in a mechanical mix plantat OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (Specification Number as per MORTH Rev.V 111,112,401,900).

-

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-

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Road.A

578

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2070.47

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Road.B

2132

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2008.87

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Road.C

1292

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2002.05

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Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including pre mixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller 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 (Specification Number as per MORTH Rev.V 111,112,406,900).

-

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-

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Road.A

963

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2226.55

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Road.B

2665

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2226.55

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Road.C

3261

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2231.77

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Providing and laying of 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 per clause 502 of MORTH Rev.5 .(Specification Number as per MORTH Rev.V 111,112,502,900)

-

-

-

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Road.A

3850

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62.03

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Road.B

10660

-

62.06

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Road.C

13128

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64.66

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Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion(RS1) per 10sqm 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..(Specification Number as per MORTH Rev.V 111,112,503,900).

-

-

-

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Road.A

3850

-

12.19

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Road.B

10660

-

12.2

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Road.C

13128

-

12.45

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Providing and laying Tack Coat over existing BT surface (treated with primer) using 2.00Kg of Bitumen Emulsion(RS1) per 10sqm 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..(Specification Number as per MORTH Rev.V 111,112,503,900).

-

-

-

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Road.A

8335

-

17

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Providing and laying 50mm consolidated thick bituminous macadam using 0.2cum of 26.5-13.2mm, 0.43cum of 13.22-2.36mm and 0.08 cum of 2.36mm and blow size IRC metal with 37 kg 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 50mm with mechanical paver to the specified grades and cross section and consolidated by 8-10 tone vibrator roller to the require density etc including labour for attending the paver to site, etc including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, paver finisher / vibrator roller and all other tools and plants required including fuel and all other incidental charges etc complete as per specification using CMP as per clause 504 of MORTH.Rev.5.(Specification Number as per MORTH Rev.V 111,112,505,900).

-

-

-

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Road.A

193

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6917.66

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Road.B

533

-

6917.66

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Road.C

657

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6968.98

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Providing and laying 50mm thick bituminous macadam using course aggregate and VG30 bitumen which shall consist of construction in a single course base / binder course confirming to the specfication on a previously prepared base. (using Mini Hot mix plant and power roller) including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 504 MORTH Rev-5 (Mix in place method)

-

-

-

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Road.A

40.5

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6772.81

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Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10 sqm 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 20-30ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 30mm with mechanical paver finisher to the specified grades and cross sections and consolidatedby8-10tonne Vibratory/ Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/9m paver finisher, Vibratory/Pneumatic 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.(Specification Number as per MORTH Rev.V 111,112,507,900).

-

-

-

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Road.A

365

-

8782.5

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Road.B

320

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8782.5

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Road.C

394

-

8846.5

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Carted earth with lead of 15 km including const of Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank with initial lead and lift and all other incidental charges including hire charges for tools and plant for cutting road edge to required depth as per SS20B.complete.

-

-

-

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Road.A

132

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236

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Road.B

5340

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236

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Carted earth with lead of 5 km including const of Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank with initial lead and lift and all other incidental charges including hire charges for tools and plant for cutting road edge to required depth as per SS20B.complete.

-

-

-

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Road.C

2924

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150

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Providing RCC M15 grade precast HM stone of standard design as per IRC 8-1980 and fixing in position including painting and printing etc complete (as per MORT&H specification No.804).

-

-

-

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Road.A

9

-

256

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Road.B

12

-

256

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Road.C

14

-

256

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Providing RCC M15 grade precast KM stone of standard design as per IRC 8-1980 and fixing in position including painting and printing etc complete (as per MORT&H specification No.804).

-

-

-

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Road.A

2

-

906

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Road.B

2

-

906

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Road.C

3

-

906

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Providing Scheme Board as per SI NO.3(2) BOE 2019 – 2020.

-

-

-

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Road.A

1

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9057

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Road.B

1

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9057

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Road.C

1

-

9057

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Reconstruction of Single Cell Box Culvert (2.00mx2.00m) at Km 0/9 of M.G. Road to Periasoliambakkam (via) Chinnasoliambakkam Km 0/0-2/8

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Dismantling the existing PCC in the existing damaged pipe culvert and clearing away form the work site and carefully stacking the useful material for reuse on the road side including labour charges for dismantling and all other incidental charges etc.,complete. -Item No.14-SOR.

-

-

-

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Road.B

12

-

289

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Earth work excavation in all classes of soils except soft disintegrated rock and hard roack and depositing on bank as per SS 20 B with all leads and lifts and all other incidental charges such as bailing out of water shoring strutting walling for levelling ground and their subsequent removal of all logs stump grubs and other deleterious matter and obstructions ,trimming bottom of excavation back filling and cleaning the site and disposal of all other surplus materilas etc., complete as per standard specification for Foundation of Body wall of Pipe culvert.

-

-

-

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Road.B

145

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200

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Vibrated Cement Concrete M15 grade (Nominal Mix) using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork & centering, soft water, labour charges for mixing , transporting, laying, and curing concrete working in depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting and their subsequent removal etc. complete as per MORTH Rev. V Specification for foundation(Specification Number as per MORTH Rev.V 1000,1500,1700,2100).

-

-

-

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Road.B

17

-

5172

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Vibrated Reinforced Cement Concrete M25 (Design mix) using 20mm ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for ixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges,formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for Cell box .(Specification Number as per MORTH Rev.V 1000,1500,1700,2200).

-

-

-

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Road B

32

-

9031

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Supply and fabrication of Tor steel grade Fe - 500D steel required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision for spacing bars, cover blocks and all other incidental charges etc,complete.(Specification Number as per MORTH Rev.V 1009,1600).

-

-

-

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RoadB.

2.1

-

69850

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Vibrated Cement Concrete M30 (Design mix) 75mm thick using 25mm, 12mm, 6mm ISS HBG metal, including cost and conveyance of all materials to work site including cement at site, including all labour charges for mixing concrete, laying, hire charges for Tools and plants, compacting, curing with all leads for softwater, including all other incidental charges formwork, cost of premoulded expansion joints and fixing the same in position etc,complete for WEARING COAT OVER DECK SLAB AND APPROACH SLAB.(as per section 2702.2 of MORT&H-REV- 5)uniform thickness .

-

-

-

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RoadB.

18

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596.1

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Vibrated Cement Concrete M15 grade (Nominal Mix) using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork & centering, soft water, labour charges for mixing , transporting, laying, and curing concrete working in depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting and their subsequent removal etc. complete as per MORTH Rev. V Specification for Retaining wall & Parapet (Specification Number as per MORTH Rev.V 1000,1500,1700,2100).

-

-

-

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RoadB.

45

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6674

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Filling with gravel behind outer wall including cost and conveyance of sand 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 behind outer wall (Specification Number as per MORTH Rev.V 305).

-

-

-

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RoadB.

13

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533

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Providing and fixing PVC seepage pipes of 100mm dia. PVC pipes of requied lengths for abutments and wngs including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN BETWEEN THE ABUTMENTS AND WINGS.

-

-

-

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RoadB.

32

-

172.8

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Providing and fixing of Galvinised Iron drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing 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 as per Section 2705 of MORT & H Specifications (Fitfth Revision).

-

-

-

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RoadB.

4

-

2100

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i) Construction and Reconstruction of Single row RCC pipe culvert at Km 0/2, Km 0/6, Km 0/8, Km 1/0, Km 1/4 (i), Km 1/4 (ii) and Km 2/2 of Peravallur to Vairavan kuppam (Via) Peravallur East Colony @ Andarkuppam panchayat Km 0/0 -3/4

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-

-

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Dismantling the existing Brick masonary including labour charges for dismantling and all other incidental charges etc.,complete. -Item No.14-SOR.

-

-

-

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At Ch : 0/2 (Reconstruction)

10.5

-

168

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At Ch : 0/8 (Reconstruction)

10.5

-

168

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At Ch : 1/0 (Reconstruction)

10.5

-

168

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At Ch : 1/4 (ii) (Reconstruction)

10.5

-

168

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Earth work excavation in all classes of soils except soft disintegrated rock and hard roack and depositing on bank as per SS 20 B with all leads and lifts and all other incidental charges such as bailing out of water shoring strutting walling for levelling ground and their subsequent removal of all logs stump grubs and other deleterious matter and obstructions ,trimming bottom of excavation back filling and cleaning the site and disposal of all other surplus materilas etc., complete as per standard specification for Foundation of Body wall of Pipe culvert.

-

-

-

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At Ch : 0/2 (Reconstruction)

50

-

189

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At Ch : 0/6 (New construction)

50

-

189

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At Ch : 0/8 (Reconstruction)

50

-

189

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At Ch : 1/0 (Reconstruction)

50

-

189

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At Ch :1/4 (i) (New construction)

50

-

189

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At Ch : 1/4 (ii) (Reconstruction)

50

-

189

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At Ch : 2/2 (New construction)

50

-

189

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Stone Dust filling including cost and conveyance of Stone dust to worksite including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting, tamping, ramming under optimum moisture content to obtain the maximum density and all other incidental charges etc. complete as per standard specification.

-

-

-

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At Ch : 0/2 (Reconstruction)

13

-

560

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At Ch : 0/6 (New construction)

13

-

560

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At Ch : 0/8 (Reconstruction)

13

-

560

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At Ch : 1/0 (Reconstruction)

13

-

560

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At Ch :1/4 (i) (New construction)

13

-

560

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At Ch : 1/4 (ii) (Reconstruction)

13

-

560

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At Ch : 2/2 (New construction)

13

-

560

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Vibrated cement concrete of grade M15 Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork, 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 relevant standard specification for LC for Foundation of Body wall of pipe culvert.

-

-

-

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At Ch : 0/2 (Reconstruction)

7

-

5249

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At Ch : 0/6 (New construction)

7

-

5249

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At Ch : 0/8 (Reconstruction)

7

-

5249

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At Ch : 1/0 (Reconstruction)

7

-

5249

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At Ch :1/4 (i) (New construction)

7

-

5252

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At Ch : 1/4 (ii) (Reconstruction)

7

-

5252

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At Ch : 2/2 (New construction)

7

-

5260

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Vibrated cement concrete of grade M15 Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork, 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 relevant standard specification for LC for Foundation of Body wall of pipe culvert.

-

-

-

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At Ch : 0/2 (Reconstruction)

14

-

6404

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At Ch : 0/6 (New construction)

14

-

6404

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At Ch : 0/8 (Reconstruction)

14

-

6404

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At Ch : 1/0 (Reconstruction)

14

-

6404

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At Ch :1/4 (i) (New construction)

14

-

6407

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At Ch : 1/4 (ii) (Reconstruction)

14

-

6407

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At Ch : 2/2 (New construction)

14

-

6416

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Vibrated cement concrete of grade M15 Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork, 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 relevant standard specification for Body wall of pipe culvert

-

-

-

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At Ch : 0/2 (Reconstruction)

15

-

7239

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At Ch : 0/6 (New construction)

15

-

7239

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At Ch : 0/8 (Reconstruction)

15

-

7239

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At Ch : 1/0 (Reconstruction)

15

-

7239

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At Ch :1/4 (i) (New construction)

15

-

7243

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At Ch : 1/4 (ii) (Reconstruction)

15

-

7243

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At Ch : 2/2 (New construction)

15

-

7251

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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.

-

-

-

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At Ch : 0/2 (Reconstruction)

7.5

-

3700

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At Ch : 0/6 (New construction)

7.5

-

3700

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At Ch : 0/8 (Reconstruction)

7.5

-

3700

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At Ch : 1/0 (Reconstruction)

7.5

-

3700

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At Ch :1/4 (i) (New construction)

7.5

-

3700

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At Ch : 1/4 (ii) (Reconstruction)

7.5

-

3700

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At Ch : 2/2 (New construction)

7.5

-

3700

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Laying and fixing 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.

-

-

-

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At Ch : 0/2 (Reconstruction)

7.5

-

197

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At Ch : 0/6 (New construction)

7.5

-

197

... More
At Ch : 0/8 (Reconstruction)

7.5

-

197

... More
At Ch : 1/0 (Reconstruction)

7.5

-

197

... More
At Ch :1/4 (i) (New construction)

7.5

-

197

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At Ch : 1/4 (ii) (Reconstruction)

7.5

-

197

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At Ch : 2/2 (New construction)

7.5

-

197

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

-

-

-

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Sub Total Amount for above all items (excluding GST)

1

-

-

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GST 12% for above SubTotal Amount

1

-

-

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Total in Figures (SubTotal + GST)

-

-

-



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