Gorakhpur Industrial Development Authority Tender

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Gorakhpur Industrial Development Authority Tender

Works
Eprocure
Opening Date30 Oct 2021
Closing Date11 Nov 2021
Tender Amount₹ 1,76,11,406 
Notes
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Costs

Description

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BOQ Items

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Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) Construction of granular sub-base by providing coarse graded 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 to achieve the desired density, complete as per clause 401. (Applicable G.S.T @12% and 1% Laber cess Extra )

520.13

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4417

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Wet Mix Macadam 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. (Applicable G.S.T @12% and 1% Laber cess Extra )

368.13

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4579

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Prime Coat Providing and applying primer coat with 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. (Applicable G.S.T @12% and 1% Laber cess Extra )

3325

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30

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Dense Graded Bituminous Macadam Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total 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 compaction as per MoRTH specification clause No. 507 complete in all respects. (Applicable G.S.T @12% and 1% Laber cess Extra )

166.25

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11469

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Tack Coat (For BC) Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2Providing and applying tack coat with bitumen VG 10 using Bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.(Applicable G.S.T @12% and 1% Laber cess Extra )

3325

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15.3

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Bituminous Concretet Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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 compaction as per MORTH specification clause No. 509 complete in all respects(Applicable G.S.T @12% and 1% Laber cess Extra )

83.13

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12500

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Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. (Applicable G.S.T @12% and 1% Laber cess Extra )

110.83

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427

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Providing and laying of factory made 80 mm thick rubber moulded Interlocking cement concrete tiles (30mpa) including 25mm thick compacted bed of fine sand compacting and proper embedding/ laying of Interlocking tiles leveling and dressing of surface to required level and slope, filling joints with fine sand including the cost of material, labour T&P etc.required for proper completion of work as directed by Engineer-in-Charge. As per New Item-1 (Applicable G.S.T @12% and 1% Laber cess Extra )

1425

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810

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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.(Applicable G.S.T @12% and 1% Laber cess Extra )

498.75

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32

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Ist class brick work in 1:4 cement mortor with cement and coarse sand. SI NO 305(Applicable G.S.T @12% and 1% Laber cess Extra )

109.25

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4555

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Cement concrete with 2 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. As Per SOR SI No 279(i) (Applicable G.S.T @12% and 1% Laber cess Extra )

10.93

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6520

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Earth work in excavation of fondation of structures as per drawing and technical specifiaction, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.(Applicable G.S.T @12% and 1% Laber cess Extra )

2403.5

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59

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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.(Applicable G.S.T @12% and 1% Laber cess Extra )

142.5

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7850

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RCC Grade M20 Furnishing and placing reinforced cement concrete M20 in Foundation as per drawing and technical specification in using (concrete mixer)(Applicable G.S.T @12% and 1% Laber cess Extra )

562.87

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8873

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HYSD Bar Supplying fixing & placing HYSD Bar reinforcement in foundation as per drawing and Technical specification.(Applicable G.S.T @12% and 1% Laber cess Extra )

441.85

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5119

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Total

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