Works Department Tender

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Works Department - EICCL Tender

Civil And Construction
Road Construction
Eprocure
Opening Date27 Jan 2023
Closing Date8 Feb 2023
Tender Amount₹ 6,18,29,292 
Notes
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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 Bridge Works 4th Revision.

26940

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12.33

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Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density.

3308.23

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20.72

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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.

5740.82

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54.98

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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

16801.33

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128.7

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Construction of moorum shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

1077.6

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682.56

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Furnishing and laying of live sods of perrinial turf grass on embankment slope within all leads and lifts by mechanical means includinf cost conveyance all materials with T&P required for the work complete in all respect as directed by Engineer In Charge

10575

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17.73

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Construction of granular sub-base by providing Gr.-IV material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller.

2473.09

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2106.52

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Providing, laying, spreading Coarse sand in layers not exceeding 225mm thick watering and compacting to the required density in O.M.C. with Vibratory Roller with cost, conveyance, royalties and taxes of sand with labour and T&P required for the work etc. complete (Measurement will be taken on finished compacted section only).

4380.61

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642.93

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Supplying, mixing, providing laying and compacting graded stone aggregaresto Wet Mix Macadam (WMM) specification in approved layer thickness to line, level grade & slope as per approved working drawing and approved mix design conforming to grading specified in (Table 400-I3 ) & as per clause 406 of Technical specification for road and bridge works MORT&H (Latest revision) & as per direction of Engineer-in-charge.

6818.88

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2280.86

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Supplying, providing, spraying & primer coat over prepared granular base (WMM) with Bituminous emulsion of medium porosity (slow setting) complying with IS 8887-2004 spraying with a self propelled bitumen pressure sprayer uniformly at the specified temperature complete @ 0.60 Kg/ Sqm as per Cl.502 of Technicalspecification for road and bridge work MORT&H (Latest revision) and as directed by Engineer-in-charge

40506.24

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27.08

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Supplying, providing and applying tack coatwith bitumen emulsion (Rapid Setting) complying with IS:8887-2004 spraying with the help of a self propelled pressure sprayer to spread uniformly @ 0.20 Kg /Sqm over the cleaned prepared dust free surface as per Clause.503 of technica specification of road and bridge work MORT&H (Latest revision) and as directed by Engineer-in-charge

40506.24

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9.55

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Providing and laying 50mm thick bituminous macadam with hot mix plant using crushed aggregates of specified 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 achieve the desired compaction as per Clause 504 of MoRT&H Specification for Road & Bridge works (Latest Revision)

2025.3

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7430.84

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Providing and laying Semi Dense Bituminous Concrete with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder using 60/70 penetration grade bitumen @4.5 to 5 per cent of mix and filler, 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 compactin as perf MoRT&H specification Clause No.508 for Road & Bridge works (4th Revision) complete in all respect and as per direction of Engineer-in-charge.

1012.66

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9700.69

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Providing & fixing RCC M-15 5th Km. stone/ Ordinary Km. stone / 200 Mtr. stone of standard design as per IRC8-1980 along with reinforcement complete as per drawing as per Clause 804,806 & Section no.1000, 1500, 1600, 1700, 2300 of Specification for Road & Bridge works of Ministry of Road Transport & Highways (LatestRevision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect complete in all respect as directed by Engineer-in-Charge

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a) 200m Hectometer Stone

29

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603.06

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b) Ordinary Km stone

6

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2044.64

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c) 5th Km stone

2

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3357.31

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

289.47

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388.44

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Providing & fixing RCC M-15 RCC Guard Post of standard design as per IRC8-1980 along with reinforcement complete as per drawing as per Clause 804,806 & Section no.1000, 1500, 1600, 1700, 2300 of Specification for Road & Bridge works of Ministry of Road Transport & Highways (LatestRevision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect complete in all respect as directed by Engineer-in-Charge

1040

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419.24

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Painting two coats with any approved synthetic enamel paint of approved quality shade and make over a coat of priming to Road surface ncluding cost of the primer and paint, with cost, conveyance and taxes of all materials and labour with T&P required for the work etc. complete in all respect.

489.84

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122.6

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Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC : 67 ,made of high intensity grad sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm X 75mm X 6 mm firmly fixed to the ground by means of property designed foundation with M15 grade cement concrete 45cm X 45 cm X 60 cm, 60cm below ground level as per approved drawing.

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(a) Information signs (800x600mm)

22

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5633.7

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(b) Directioal/Place indication sign (1200x700 mm)(up to 0.90 sqm)

3.36

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10084.91

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(c) Cautionary signs Equalatral triangular 900mm side.

68

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4741.76

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(d) Mandatory signs 600mm Circular

44

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4282.05

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P C C- M15 as levelling coarse with 40 mm size C.B. Metal of approved quality as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification.

145.78

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4825.95

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Straightening bent up or coiled M.S. rod or HYSD steel (Fe-415 / Fe-500), cutting, bending, cranking, hooking, welding or jointing (if required), the M.S. rod or HYSD steel and binding, tying the grills, hoisting, lowering and placing in proper position as per drawing & design required for R.C.C. works including cost, conveyance and taxes of M.S. rod or HYSD steel and binding wires of 18 to 20 gauge and labour with all T&P required for the work etc. complete as per approvrd drawing and technical specification and as per clause-1600 of MoSRTH specification for road & bridge works (Latest Revision ) complete in all respect as directed by Engineer-in-Charge.(weight of binding wires will not be considered for payment and payment will be made on weight of M.S. rod or HYSD steel only. Steel bars of only MAJOR INTEGRATED STEEL PLANTS like SAIL, RINL, TATA, JINDAL & SHYAM STEEL etc. of Fe-415 / Fe-500 grade are to be used in the work & if required original bill of . steel has to be produced by the contractor)

9.69

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92053.61

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Filling foundation and plinth with excavated earth ramming etc complete as per approved drawing and technical specifications as per Clause 304.3.7 and Section 900 of MORT&H Specifications for Road & Bridge works (latest revision) complete in all respect & as per direction of the Engineer-in-Charge.

254.81

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110.88

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P.C.C. work of M-15 FOUNDATION with 40mm and down grade black hard granite (crusherbroken) stone chips mixed by concrete mixer laying in layers and compacting by vibrator including hoisting and laying complete with all leads and lifts as per approvrd drawing and technical specification and as per clause-1700 &2100 of MoSRTH specification for road & bridge works (Latest Revision ) complete in all respect as directed by Engineer-in-Charge.

621.88

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5116.47

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Providing weep holes in abutment, wing wall, retaining wall, toe wall and RCC drain etc with 100mm dia A.C. pipe as per approved drawing and technical specifications complete in all respect as per Section 2200 & Clause 2706 of MoRT&H Specifications for Road & Bridge works (latest revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

156.75

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88.26

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Providing and laying of filter media/metal spall backing using 45mm size crushed hard granite stone aggregates to the required thickness with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall and return wall of CD works to the full height compacted to a firm condition as per drawing and technical specifications complete in all respect satisfying the requirements laid down in Clause 2504.2.2 and Section 900 of MoRT&H Specifications for Road & Bridge works (latest revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

45.14

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1991.86

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Providing and laying R.C.C M-25 grade in RCC Drain as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700, 2100 & 2200 of MoRT&H specifications for Road & Bride works (latest revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

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R C C M-20 in foundation of Drain

76.5

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5568.35

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R C C M-20 in Drain wall

107.1

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6945.63

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RCC M-20 Drain Slab

10.2

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6267.75

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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 leads and lifts. 1x0.6m dia

10

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210.21

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Laying Reinforced cement concrete pipe NP4/prestressed 1000mm Dia concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .

10

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7264.32

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Gravel backing to aprons & revetments and providing filter material using gravel underneath pitching in slopes as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 & 2500 of MoRT&H Specifications for Road & Bridge works (latest revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

2.23

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678.49

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Rough stone dry packing in aprons and revetments and stone pitching in slopes and boulder approns etc with hard granite stone of size 30 cm and above as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 and 2504 of MoRT&H Specifications for Road & Bridge works (latest revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

11.08

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1941.14

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Dismantling of Cement Concrete Grade M-15 & M-20 including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres.

16.24

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454.49



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