Works Department Tender

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Works Department - EICCL Tender

Eprocure
Opening Date13 Dec 2021
Closing Date30 Dec 2021
Tender AmountRefer Documents 
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Reworking the scarified bituminous surface suitably after supplementing the base materials with sand and compacting finished surface as per Clause 501.8.3.2 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).

20887.5

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15.17

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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

2497.1

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42.39

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Loosening , levelling and compacting original ground supporting embankment to facilate placement of first layer of embankment, scarified to a depth of 150 mm,mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density etc complete

1921

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20.73

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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drains and foundation of other structures graded and compacting

1537.32

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55.3

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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT&H Specifications for Road & Bridge works(Latest Revision) (including sand admixture) including curing with cost,conveyance, royalities,taxes of all materials,all labours,scaffolding,hire and running charges of all machineries,T&P ,sundries etc. complete as per drawing,spcification and direction of Engineer-in-Charge.

35205.36

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128.91

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Filling foundation and plinth with river sand including cost of all materials, labour T&P etc. complete

4080.03

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833.96

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Granular sub-base/ Construction of granular sub-base by providing GSB Grading-IV materials, spreading in uniform layers with motor grader on prepared surface mixing by place method with Rotavator at OMC and compacting with Vibratory roller to achieve the desired density complete as per clause 401

8387.04

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1716.98

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Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed materials 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 specifcation and direction of the Engineer-in-charge.

6963.76

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2041.17

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Providing and applying primer coat with medium setting bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Clause 502 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).

31855.2

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24.17

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Providing and applying tack coat with medium setting bitumen emulsion 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 of MoSRT&H Specifications for Road & Bridge works (Latest Revision

31855.2

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8.57

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Providing and laying 50mm Thick Bituminous macadam with Batch type hot mix plant using crushed aggregates of required grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade,level and alignment and rolling with smooth wheeled,vibratory and tandem rollers to achive the desired compaction as per Clause 504 of MORT & H Specifications for Road and bridge works (4th Revision) including cost, conveyance,royalities,Taxes of all materials,all labour, hire and running charges of all machineries, T&P ,sundries etc. complete as per direction of Engineer-in-Charge.

1592.77

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6774.72

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Providing and laying SDBC with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 509 of MoSRT&H Specifications for Road & Bridge works (5th Revision)

796.39

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9080.18

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Providing and laying moorum on shoulder exceeding 150mm watering and compacting to the required density in O.M.C with PRR including cost and conveyance of sub base materials.

2579.4

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1342.94

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Fine dressing and turfing with initial lead of 50m and 1.5m initial lift as per direction of Engineer-in-charge

33419.99

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17.28

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Road marking with Hot applied thermoplastic compound with Reflectorising Glass beads on bituminous surface by providing and laying of hot applied thermoplastic compound 2.5mm thick including Reflectorising glass beads @ 250gms per sqm area thickness of 2.5mm.is exclusive of surface applied glass beads The finished surface to be level uniform and free from streaks and holes.

1954.31

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495.14

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Plain Cement concrete (1:3:6) using 4cm size hard granite metal including cost of all materials, labour T&P etc. complete.

236.73

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5008.97

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Plain Cement Concrete in M-15 complete as per Drawing and Technical Specifications. stone chips including hoisting and laying including cost, conveyance taxes of all materials, labour T&P required for the work etc. complete as per specification and direction of the Engineer-in-charge

1493.4

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6226.01

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Metal Spall backing in the rear of well steining or weep holes of abutment and deep drains including cost of all materials etc complete .

42.53

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1519.49

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Providing weep holes in brick masonry / plain or RCC abutment, wing wall and return wall with 100mm dia AC pipe extending through the full width of structure with slope of 1V : 20H towards draining face complete as per drawing and technical specification.

350

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106.16

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Providing laying and fixing 1000 mm dia NP3 RCC Hume pipe including cost,conveyance,royality and taxes of all materials etc complete. Unit = metre Taking output = 1 metre including excavation, curring etc. complete under the supervision of Engineer-in-charge.

150

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5190.74

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Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Unit = metre Taking output = 1 metre

112.5

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267.65

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Providing retro-reflectorised cautionary, Mandatory and Informatory sign boards as per IRC. 67 made of high intensity grade sheeting vide clause no. 801.3 fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75 x 75mm x 6mm size as per approved drawing as per clause no.801.08 of MoRT&H specification and direction of the Engineer-in-charge

-

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-

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(A) Informatory sign (800 x 600) Hospital, Petrol Pump, eating place, Police Station, Place Information, Railway crossing etc

8

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6432.58

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(B) 900 mm m size Equilateral Tringle

40

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5375.61

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(C) Octagon/ circular 900mm height

70

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7993.63

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(D) Hazard marker at CD/ bridge/bazar

34

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4969.09

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Direction and Place Identification Sign above 0.90sqm size board Providing erecting direction and place identification Retro- reflectorised sign as per IRC: 67 made of high intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting 2mm thck with area not exceeding 0.90sqm supported on a mild steel two angle Iron post 75 x 75 x 6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 x 45 x 60cm , 60cm below ground level as per approved drawing cost,conveyance, royalities,taxes of all materials,all labours,scaffolding,hire and running charges of all machineries,T&P ,sundries etc. complete as per drawing,spcification and direction of Engineer-in-Charge.

4.32

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11365.2

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Reinforcement cement concrete M 15 using 10mm to 12mm size chips for Km Stone of standard design as per IRC-25-1967 fixed in position including finishing and lettering including painting 5th Km stone

2

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3109.81

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Ordinary Kmstone

5

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1877.67

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Reinforcement cement concrete M 15 using 10mm to 12mm size chips for guard posts stone of standard design as per IRC-25-1967 fixed in position including finishing and lettering including painting as per clause 804 of specification of MoRT&H (5th Revision) and direction of the Engineer-in-charge

190

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502.33



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