Uttar Pradesh State Industrial Development Authority Tender

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Uttar Pradesh State Industrial Development Authority - UPSIDA Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date28 Dec 2022
Closing Date4 Jan 2023
Tender Amount₹ 10,93,79,841 
Notes
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Costs

Description

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BOQ Items

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Construction of Level Pillars average 1.20 M height or as directed by the Engineer-in-charge with brick work in 1:6 cement & coarse sand mortar, plastering with 1:6 cement & fine sand mortar on road side face & top of pillar, also including painting to demarcate levels/ thickness of each coat of metal including cost of all materials, labour, T&P etc. complete.

151

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Construction of Granular sub base (grading-I material) by providing close graded material , mixing in plant at OMC, carriage of mix material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with Vibratory roller to achieve the desired density complete as per clause 401 .

3923.97

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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 and as per direction of Engineer-in-charge for proper completion of the work. (Specification clause - 406)

2587.75

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Provinding and applying primer coat with SS1 grade bitumen emulsion 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 MORTH specification 502)

10351

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Provinding and applying tack coat with bitumen (VG-10) at the rate of 0.25 kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom, (as per MORTH specification 503) and as per direction of Engineer-in-charge for proper completion of the work.

10351

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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 aggregate of specified grading premixed with bituminous binder @ 4.50 percent 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 specifications clause 505 complete in all respect.

1035.1

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Provinding and applying tack coat with bitumen (VG-10) at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom, (as per MORTH specification 503) and as per direction of Engineer-in-charge for proper completion of the work.

10351

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Providing and laying 40 MM thick Bituminous Concrete with 100-120 P TPH batch type HMP prouding an average output of 75 tonnes per hour using crushed aggregate of specified grading, premixed with Bituminous binder @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem roller, to achieve required compaction as per MORTH Specification Clause no -507, complete in all respect, including supply of all material, labour, T&P etc. as required for proper completion of the work and as per direction of Engineer-in-charge.

414.04

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Road marking with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beds @ 250 gms per sqm 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 and as per direction of Engineer-in-charge for proper completion of the work.

658.7

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Providing and fixing 3M USA Brand Road pavement marker area 200 (CAT EYES) board make of polycarbonate with economically waked parametrically retro reflective lines on both sides for maximum retro reflection in wet & dry condition with 3M bitumen adhesive BT-59/9M epoxy as per MORTH specification and as per direction of Engineer-in-charge including supply of all material, labour T&P etc. required for proper completion of the work.

1129

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P/L NP-2 Class RCC pipes with collars jointed with shift mixture of cement mortar in proportion of 1:2 (1 cement : 2 Fine sand) including testing of joints etc. complete as per IS code.

1882

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Earth work in excavation in foundation in soil mixed with gravel & boulders including lift upto 1.5m & lead upto 30m & including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth out side of Industrial Area or as per directed by the Engineer -in charge upto a distance of 3.0 km from the foundation trenches.

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Depth 0.0 - 1.50 M

5432.36

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Depth 1.50 - 3.0M

525.3

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Providing and laying cement concrete in 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) including supply of all materials, labours and T&P etc required for proper completion of the work.

437.75

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RCC work with cement approved coarse sand and 2 cm (3/4") gauge approved stone grit in the proportion of 1:1.5:3 excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 BWGGI binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T&P etc. required for proper completion of the work. (Binding wire cost being included in the item).

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Raft

924.25

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Wall

1320.3

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Slab

558.63

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5.0 cm thick 1:1.5:3 plain cement concrete floor with cement approved coarse sand and 2 cm. (3/4") graded approved stone grit laid in panels finished with 3 mm. (1/8") floating coat of neat cement or cement and marble dust in 5:1 as specified over base concrete and removing any over lapping mortar at the joints of panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc.required for proper completion of the work.

1317.4

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Providing and fixing unplasticised Rigid PVC rain water pipes 110 mm diameter conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.

1317.4

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Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in over all rates) brought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks and supply of all materials, labour and T&P etc. required and as per directed by the Engineer -in charge for proper completion of the work.

2384.69

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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature,jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb rising shall be measured for payment ) precast C.C. Kerb stone shall be approved by Engineer -in -Charge. As per DSR 16.69

239.01

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Laying of I-shaped precast interlocking tiles of thickness 60mm (compressive strength not less then 30Mpa and weight 4.50kg) including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work.

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For oridnary grey colour

4366.24

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For oridnary coloured

1091.56

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Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.

5891.04

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Painting with synthetic enamel paint of approved band and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.

1769.08

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Providing & laying cement concrete 1:4:8 (1 cement, 4 coarse sand, 8 graded stone ballast 40mm nominal size) including supply of all material, labour and T&P etc required for proper completion of the work and curing complete also including cost of form work in foundation & floors

76.5

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Finshing walls with premium Acrylic smooth exterior paint with silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including primimg coat of exterior primer applied @ 2.20 kg/10 sqm)

130.05

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