Works Department Tender

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Works Department - EICCL Tender

Civil And Construction
Road Construction
Eprocure
Opening Date31 Mar 2023
Closing Date12 Apr 2023
Tender Amount₹ 9,40,61,618 
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BOQ Items

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Reworking the scarified bituminous surface suitably after supplimenting the base materials with sand and compacting finished surface as per clause 501.8.3.2 of MORTH Specification for Road and Brifge works 4th revision.

39832.5

443335

11.13

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Providing laying and compacting graded stone agregate to Wet Mix Macadum specification including premixing the material with water at OMC in mechanical mix plant,carriage of mixed material by tipper to site, laying in uniform layer with paver in sub-base and base course on well prepared surface and compacting with vibratory roller to achive desired density etc complete as per the direction of Engineer-in-charge .

10457.29

23362317

2234.07

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Providing & applying Primer Coat with Bitumen Emulsion on prepared Surface of Granular Base including clearing of road surface & applying primer at the rate of 0.60 Kg/Sqm using Mechanical means

41829.15

1128550

26.98

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Providing and applying tack coat with bitumen using Pressure distributor @ 0.20kg/sqm on the prepared surface cleaned with mechanical brooms as per clause 503 of MOSRT & H Specifications for Road & Bridge works (4th.Revision)

41829.15

398213

9.52

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Providing and laying bituminous macadam with100-120 TPH hot mix plant producing an average output of 75 tonnes per hour 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 507 of MoSRT&H Specifications for Road & Bridge works (5th. Revision)

2091.46

16338903

7812.2

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Providing and laying semi dense bituminous concrete with100-120 TPH batch type HPM producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @4.5 to 5 percent of mix and filler as per Clause 509 of MoSRT&H Specifications for Road & Bridge works (5th. Revision)

1045.73

10808999

10336.32

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Construction of Un-reinforced,dowel jointed cement concrete pavement by semi-mechanized method over a prepared sub-base with 43 grade cement @ 400 kg /cum coarse and fine aggregate confirming to IS:383,maximum size of coarse etc complete

3104.29

19792239

6375.77

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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

2181.79

120892

55.41

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Providing and laying granular sub-base with moorum satisfying P.I.value within 6 in layers not exceeding 22.5Cm watering and compacting to the required density at O.M.C condition by PRR with cost ,conveyance,royalities,taxes etc

3999.46

1803436

450.92

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Earth work in embankment with approved materials obtained from borrow pits with all leads and lifts transporting to site,spreading, grading to required slope and compacting at OMC by Vibratory Roller to meet the requirement of Table-300.2 as per Clause 305 of MoRT&H Specifications for Road & Bridge works(5th. Revision) complete including cost,conveyance,Royalities,Taxes of all materials,all labours,hire and running charges of all machineries,T&P ,sundries etc. complete as per spcification and direction of Engineer-in-Charge.

38471.2

4967786

129.13

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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

20000

354600

17.73

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Reinforced cement concrete M-15 Grade BOUNDARY PILLAR of standard design as per IRC-25-1967 ,Fixing in position including finishing and lettering but excluding painting etc complete

277

186891

674.7

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Providing & fixing of RCC M-15 guard Post of 1.0m height and 15cm dia using 3.5kg steel reinforcement per each as per IRC:8-1980, fixing in position with painting & printing including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete Technical Specifications and Clause- 804 of MoRT&H Specifications for Road & Bridge works (5th Revision).

1407

562912

400.08

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Reinforced cement concrete M-15 Grade Kilometre stone of standard designs as per IRC-8-1980 ,Fixing in position including painting & printing etc complete

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(a) 200 Mtr

54

31488

583.12

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(b) Ordinary Kilometre Stones

12

23461

1955.16

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(c) 5th Kilometre Stones

3

9666

3222.11

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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

477.58

185509

388.44

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Supplying, fitting, fixing of roads sign board as per approve drawing including cost, conveyance, royality, taxes of all materials, labour, T & P etc. providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC: 67-2010 made of A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides as per requirement in table 6.1 of IRC-67/2010 and as per technical specifically of clause 801.3 supported on a mild steel angle iron post 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 40cm x 40cm x 60cm. 60cm below ground level as per approved drawing including excavation, curring etc. complete under the supervision of Engineer-in-charge.

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(a) 1800mmx1200mm size board.

28.08

292438

10414.46

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(b) 90 cm equilateral triangle

88

407065

4625.74

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(c) 80 cm x 60 cm rectangular

4

22070

5517.69

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(e) 60 cm circular

40

166641

4166.04

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(f) 60 cm x 45 cm rectangular

92

375070

4076.85

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Sand filling in Road work & foundation of structure as per approved Drawing & Technical Specifications and as per Section - 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).

182.68

101573

556.02

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Plain cement concrete M-15 nominal mix in foundation with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge.

216.42

980863

4532.22

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P.C.C M-15 nominal mix in foundation with crushed stone aggregates in Wall 40mm nominal size mechanically mixed, placed infoundation and compacted by vibration including curing for 14 days. Including dewatering etc.

964

4628308

4801.15

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Reinforced cement concrete M-20 nominal mix in foundation with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge.

172.8

910417

5268.62

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Reinforced cement concrete M-20 nominal mix in Drain Wall with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge.

259.2

1723368

6648.8

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Reinforced cement concrete M-20 nominal mix in Drain cover with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge.

144

781917

5429.98

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Supplying, fitting and placing uncoated HYSD bar reinforcement in Sub-structure complete as per drawing and technical specification.

288

2537026

8809.12

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Providing weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipeextending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing.

144.6

12535

86.69



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