Highways Department Tender

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Highways Department Tender

Civil And Construction
Road Construction
Eprocure
Opening Date3 Feb 2022
Closing Date1 Mar 2022
Tender Amount₹ 6,52,50,000 
Notes
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Costs

Summary

Widening From Sl To Il And Improvements At Km 0 0 2 7 And 3 0 5 0 Of Avudayapuram Kottar Road Including Construction Of Box Culvert At Km 3 8 Toe Wall At Km 4 290 Tnv 65

Description

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BOQ Items

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DO_NOT_SHOW

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Road(A)

2182.87

-

96.6

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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 power roller to achieve the desired density, complete as per clause 111, 112, 401 & 900 of MORTH Vth Revision etc., complete - for Grading- V Material

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-

-

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Road(A)

1146.57

-

1559.38

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Wet Mix Macadam (Table 400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406) as per MORTH Rev. V Clause No. 111, 112, 406 & 900.

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-

-

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Road(A)

4400.2

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1897.6

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Prime Coat (Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502) - over WMM/ WBM as per MORTH Rev. V Clause No. 111, 112,501,502 &900 .

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-

-

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Road(A)

24238.73

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70.06

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Tack Coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer as per MORTH Rev. V Clause No. 111, 112,501, 503 & 900.

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-

-

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Road(A)

24238.73

-

16.53

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Tack Coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over bituminous surfaces as per MORTH Rev. V Clause No. 111, 112, 503 & 900.

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-

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Road(A)

506.33

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22.55

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Bituminous Macadam (Providing and laying 50mm bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as directed by the Engineeper clause 504) - as per MORTH Rev. V Clause No. 111, 112, 501, 504 & 900.

-

-

-

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Road(A)

1211.93

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7971.76

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Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula 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 MORTH specification clause No. 507 complete in all respects) - Grading II as per MORTH Rev. V Clause No. 111, 112, 501, 507 & 900.

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-

-

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Road(A)

742.35

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10379.13

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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, materials tool and equipments and all other incidental charges such as baling our water,sheeting, shoring, bracing and their subsequent removal, removal and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., indicated by the Engineer for Foundation of Retaining Wall

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-

-

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Road(A)

3175.13

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189.94

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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 Carted Earth with compaction for making up of low berms

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-

-

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Road(A)

2182.87

-

22.23

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Retaining Wall

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-

-

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Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, 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 cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation for FOUNDATION OF RETAINING WALL

-

-

-

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Road(B)

376

-

96.6

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Road(c)

376

-

96.6

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Road(D)

122.5

-

96.6

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Road(K)

336

-

96.6

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Plain Cement Concrete M20 gradeMix using 40mm ISS size hard granite broken 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 heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for Foundation of Retaining Wall

-

-

-

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Road(B)

112.8

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5478.39

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Road(c)

112.8

-

5478.39

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Road(D)

52.5

-

5433.32

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Road(K)

144

-

5433.32

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Vibrated Cement Concrete M20 (below sill level) gradeMix using 40mm ISS size 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 heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL

-

-

-

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Road(B)

196

-

6388.85

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Road(c)

196

-

6388.85

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Road(D)

51.8

-

6740.27

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Road(K)

149.76

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6483.28

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Vibrated Cement Concrete M20 (above sill level)gradeMix using 40mm ISS size 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 heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL

-

-

-

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Road(B)

370.1

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7380.07

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Road(c)

366.64

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7402.1

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Road(D)

107.06

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8127.98

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Road(K)

400.56

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7474.51

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Providing and fixing SEEPAGE PIPES of 110mm dia PVC pipes of required length for Retaining Walls including cost and conveyance of all materials to worksite, cost and labour for 900mm dia. Semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc., to drain of the Backfill in the Retaining Wall

-

-

-

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Road(B)

223.91

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193.5

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Road(c)

223.91

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193.5

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Road(D)

138.71

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193.5

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Road(K)

81.91

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193.5

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Filling with earth including cost and conveyance of earth to work site 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 and ramming under optimum moisture to obtain the maximun density and all other incidential charges etc., complete as per standard specification

-

-

-

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Road(B)

233.6

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130.2

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Road(c)

233.6

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130.2

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Road(D)

40.5

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130.2

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Filling with excavated earth excluding cost and conveyance of earth to work site 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 and ramming under optimum moisture to obtain the maximun density and all other incidential charges etc., complete as per standard specification

-

-

-

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Road(B)

376

-

33.6

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Road(c)

376

-

33.6

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Road(D)

122.5

-

33.6

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Road(K)

564

-

33.6

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Supply of NP3 Class RCC Pipe confirming to IS 458/2003 including cost of pipe as a finished work including all other incidental charges, testing charges including loading,unloading, transport and delivery in good condition at work site etc., complete, as directed by the Departmental Officers, as per standard specifications.

-

-

-

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Road(K)

25

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3794

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Hoisting and fixing NP3 class RCC pipe and collars in proper gradient including all labour charges and all other incidential charges etc,complete , as directed by the Departmental Officers, as per standard specifications.

-

-

-

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Road(K)

25

-

240

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Filling with carted earth for subgrade, shoulders and backfills in accordance with the specification and the lines, grades and cross section shown in the drawings or as indicated by the Engineer as per SS20B for 95% compaction for making up berms using carted earth with an average lead of 6 Km MORTH Rev.V Clause No.111,112,305.

-

-

-

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Road(K)

1043.63

-

189.94

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Filling with carted earth for subgrade, shoulders and backfills in accordance with the specification and the lines, grades and cross section shown in the drawings or as indicated by the Engineer as per SS20B for 97% compaction for making up berms using carted earth with an average lead of 6 Km MORTH Rev.V Clause No.111,112,305.

-

-

-

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Road(K)

312.5

-

189.94

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Box Culvert :

-

-

-

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Earthwork excavation in all classes of soil 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 bricking and their subsequent removal, removal of all logs, stumps and 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 Dressing the Bed upto Sill Level

-

-

-

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Road( E)

10.76

-

96.6

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Road(F)

10.76

-

96.6

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Road(G)

10.76

-

96.6

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Road(H)

10.76

-

96.6

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Earthwork excavation in all classes of soil 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 bricking and their subsequent removal, removal of all logs, stumps and 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 FOUNDATION OF Body walls

-

-

-

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Road( E)

15.39

-

107.8

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Road(F)

15.39

-

107.8

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Road(G)

15.39

-

107.8

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Road(H)

15.39

-

107.8

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Plain Cement Concrete M20(Nominal Mix 1:1.5:3) using 40mm ISS HBG size hard broken granite graded metal including cost and conveyance of all materials to site, but excluding cost and fabrication of steel but including cost and labour charges for form work and centering, labour charges, for laying compacting finishing and curing including all incidental charges etc., complete as per standard specifications for Foundation

-

-

-

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Road( E)

5.38

-

5365.99

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Road(F)

5.38

-

5350.96

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Road(G)

5.38

-

5350.96

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Road(H)

5.38

-

5335.94

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Vibrated Cement Concrete M25 (Design Mix) using 40mm ISS HBG size hard broken granite graded metal including cost and conveyance of all materials to site, but excluding cost and fabrication of steel but including cost and labour charges for form work and centering, labour charges, for laying compacting finishing and curing including all incidental charges etc., complete as per standard specifications for Box Culvert Bottom slab

-

-

-

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Road( E)

19.9

-

10127.4

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Road(F)

19.9

-

10112.38

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Road(G)

19.9

-

10112.38

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Road(H)

19.9

-

10097.35

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Vibrated Cement Concrete M20 (Nominal Mix 1:1.5:3) using 40mm ISS HBG size hard broken granite graded metal including cost and conveyance of all materials to site, but excluding cost and fabrication of steel but including cost and labour charges for form work and centering, labour charges, for laying compacting finishing and curing including all incidental charges etc., complete as per standard specifications for Parapet

-

-

-

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Road( E)

10.22

-

7872.01

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Road(F)

10.22

-

7856.99

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Road(G)

10.22

-

7856.99

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Road(H)

10.22

-

7841.96

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Vibrated Cement Concrete of grade M30 75mm thick using 25mm, 12mm, 6mm IRC 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 soft water, including all other incidental charges formwork, cost of premoulded expansion joints and fixing the same in position etc., complete for WEARING COAT.MORTH Rev. V Clause No. 111,112,900,1000,1500, 1700,2100,2200,2700,2702

-

-

-

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Road( E)

15.36

-

566.65

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Road(F)

15.36

-

565.5

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Road(G)

15.36

-

565.5

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Road(H)

15.36

-

564.36

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Supply and fabrication of Fe-500 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.

-

-

-

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Road( E)

1.73

-

83688.7

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Road(F)

1.73

-

83688.7

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Road(G)

1.73

-

83688.7

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Road(H)

1.73

-

83688.7

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Suppling and fixing of galvanised iron drainage spouts 100mm dia as per MORT&H drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing including cost and conveyance of Galvanised iron pipes and flats and fixing them in position etc complete as per cl 2705 of MORTH spec.(V rev).

-

-

-

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Road( E)

2

-

2216

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Road(F)

2

-

2216

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Road(G)

2

-

2216

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Road(H)

2

-

2216

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Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, 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 cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation for FOUNDATION OF RETAINING WALL

-

-

-

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Road( E)

47

-

96.6

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Road(F)

47

-

96.6

... More
Road(G)

47

-

96.6

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Plain Cement Concrete M20 gradeMix using 40mm ISS size hard granite broken 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 heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for Foundation of Retaining Wall

-

-

-

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Road( E)

14.1

-

5478.39

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Road(F)

14.1

-

5463.37

... More
Road(G)

14.1

-

5463.37

... More
Vibrated Cement Concrete M20 (below sill level) gradeMix using 40mm ISS size 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 heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL

-

-

-

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Road( E)

24.5

-

6447.59

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Road(F)

24.5

-

6432.57

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Road(G)

24.5

-

6432.57

... More
Vibrated Cement Concrete M20 (above sill level)gradeMix using 40mm ISS size 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 heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL

-

-

-

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Road( E)

55.52

-

7548.95

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Road(F)

55.52

-

7533.93

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Road(G)

55.52

-

7533.93

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Providing and fixing SEEPAGE PIPES of 110mm dia PVC pipes of required length for Retaining Walls including cost and conveyance of all materials to worksite, cost and labour for 900mm dia. Semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc., to drain of the Backfill in the Retaining Wall

-

-

-

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Road( E)

25.11

-

193.5

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Road(F)

25.11

-

193.5

... More
Road(G)

25.11

-

193.5

... More
Filling with earth including cost and conveyance of earth to work site 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 and ramming under optimum moisture to obtain the maximun density and all other incidential charges etc., complete as per standard specification

-

-

-

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Road( E)

29.2

-

130.2

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Road(F)

29.2

-

130.2

... More
Road(G)

29.2

-

130.2

... More
Filling with excavated earth excluding cost and conveyance of earth to work site 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 and ramming under optimum moisture to obtain the maximun density and all other incidential charges etc., complete as per standard specification.

-

-

-

... More
Road( E)

47

-

33.6

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Road(F)

47

-

33.6

... More
Road(G)

47

-

33.6

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Minor Bridge

-

-

-

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Earthwork excavation in all classes of soil except soft disintegrated rock / kankar 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 DRESSING THE BED UP TO SILL LEVEL.

-

-

-

... More
Road(I)

140.72

-

96.6

... More
Earthwork excavation in all classes of soil not requiring blasting except 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 ABUTMENTS, PIERS AND WINGS.

-

-

-

... More
Road(I)

35.19

-

351.2

... More
Earthwork excavation in Hard rock requiring blasting except 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 ABUTMENTS AND WINGS

-

-

-

... More
Road(I)

219.94

-

683

... More
Cement Concrete M20 using 40mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at depths, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification for LEVELLING COURSE BELOW FOOTING OF PIERS.

-

-

-

... More
Road(I)

17.59

-

5439.12

... More
Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT AND WINGS BELOW SILL LEVEL.

-

-

-

... More
Road(I)

164.07

-

6355.82

... More
Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of 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 including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL..

-

-

-

... More
Road(I)

114.66

-

7735.07

... More
Vibrated Reinforced Cement Concrete of grade M25 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS

-

-

-

... More
Road(I)

9.84

-

12170.05

... More
Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill IN THE ABUTMENTS AND WING

-

-

-

... More
Road(I)

60

-

169.1

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

-

-

-

... More
Road(I)

26.17

-

100

... More
Vibrated Reinforced Cement Concrete of grade M30 mesign mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost ofcement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB.

-

-

-

... More
Road(I)

200.68

-

9586.74

... More
Providing FILTER MEDIA behind abutment and wings for 600 mm thickness using filter materials as per Appendix - 6 of IRC: 78-2014 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to woksite including all other incidental charges etc., complete.

-

-

-

... More
Road(I)

41.41

-

977.11

... More
FILLING behind the abutments and returns as per Appendix 6 of IRC: 78-2014 with clean gritty free draining material including cost and draining material having Phi value more than 35° conveyance of materials to work site , laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including wateing, with all leads for water and all other incidental charges etc., complete..

-

-

-

... More
Road(I)

87.6

-

327.81

... More
Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complet.

-

-

-

... More
Road(I)

39.8

-

580

... More
Supply and fabrication of Fe-500 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

-

-

-

... More
Road(I)

19.2

-

83688.7

... More
Vibrated Cement Concrete M15 grade Nominal Mix 1:2;4 using 40mm ISS hard granite broken metal 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.

-

-

-

... More
Road(I)

13

-

5886.4

... More
VRCC M 30 (design mix) using 20mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification for APPROACH SLAB.

-

-

-

... More
Road(I)

18.27

-

8078.88

... More
VRCC M30 (design mix) using 20mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification for WEARING COAT OVER DECK SLAB AND APPROACH SLAB.

-

-

-

... More
Road(I)

264

-

578.49

... More
VRCC M40 (design mix) using 20mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification for CRASH BARRIER on inner edge of footpath.

-

-

-

... More
Road(I)

16.02

-

13598.9

... More
Vibrated Cement concrete M 15 (nominal mix) using 40 mm ISS HBG graded metal including cost & conveyance of all materials to site and cost of cement at site, including cost of form work , labour charges for mixing, transporting, laying and curing concrete, soft water, hire charges for T&P, etc., complete for PARAPET OVER RETURNS.

-

-

-

... More
Road(I)

6.07

-

9462.88

... More
Providing and fixing of G.I. DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangments at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanished Iron pipes and flats and fixing them in position etc., complete.

-

-

-

... More
Road(I)

6

-

2216

... More
Supply and fixing of High Quality of PVC pipes of 150mm dia.. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for proving utility services in footpaths..

-

-

-

... More
Road(I)

141.12

-

399.8

... More
Dismantling of existing distressed PCC structure including T&P and scaffolding wherever necessary sorting the dismantled materials disposal of unserviceable materials with all lead and lift without causing any detrimental effects taking all necessary safety precautions and traffic damaged pipe culvert or causeway

-

-

-

... More
Road(I)

123.55

-

381

... More
Approach

-

-

-

... More
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 power roller to achieve the desired density, complete as per clause 401 of MORTH Specification- for grading- V Material

-

-

-

... More
Road(J)

72.15

-

1559.38

... More
Wet Mix Macadam (Table 400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406) as per MORTH Rev. V Clause No. 111, 112, 406 & 900.

-

-

-

... More
Road(J)

120.25

-

1897.6

... More
Prime Coat (Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502) - over WMM/ WBM as per MORTH Rev. V Clause No. 111, 112,501,502 &900

-

-

-

... More
Road(J)

481

-

70.06

... More
Tack Coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer as per MORTH Rev. V Clause No. 111, 112,501, 503 & 900

-

-

-

... More
Road(J)

481

-

16.53

... More
Bituminous Macadam (Providing and laying 50mm bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504) - as per MORTH Rev. V Clause No. 111, 112, 501, 504 & 900.

-

-

-

... More
Road(J)

24.05

-

7971.76

... More
Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula 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 MORTH specification clause No. 507 complete in all respects) - Grading II as per MORTH Rev. V Clause No. 111, 112, 507 & 900.

-

-

-

... More
Road(J)

14.43

-

10379.13

... More
FILLING behind the abutments and returns as per Appendix 6 of IRC: 78-2014 with clean gritty free draining material including cost and draining material having Phi value more than 35° conveyance of materials to work site , laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including wateing, with all leads for water and all other incidental charges etc., complete..

-

-

-

... More
Road(J)

423.13

-

327.81

... 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

-

58204854

... More
Add GST at 12%

1

-

6984582

... More
Total Value put to Tender

1

-

65189436

... More
Negotiated Percentage

1

-

-

... More
Final Negotiated Value

1

-

-

... More
Add GST at 12% of Final Negotiated Value

1

-

-

... More
Total Value of Contract Including 12% of GST

1

-

-

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

-

-

-

... More
Quoted Rate in Figures (Total Value of Contract Including 12% of GST )

-

-

-



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