Uttar Pradesh Rural Road Development Agency Tender

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Uttar Pradesh Rural Road Development Agency - UPRRDA Tender

Works
Eprocure
Opening Date17 Nov 2021
Closing Date7 Dec 2021
Tender Amount₹ 3,97,64,000 
Notes
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Costs

Description

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BOQ Items

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Construction of embankment with approved material obtained from borrow pits with all lead and lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 30 m as per Technical Specification Clause 301.5 (Ordinary E/W for Embankment)

11235.11

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Excavation of roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 50 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

1118.96

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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lift and leads transporting to site, spreading, grading to required slope and compacted to meet requirement of Tables 300.2 with lead up to 30m as per Technical Specification Clause 303.1 (ordinary E/W for shoulder)

2322.54

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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lift and leads transporting to site, spreading, grading to required slope and compacted to meet requirement of Tables 300.2 with lead up to 1000m as per Technical Specification Clause 303.1 (Carted E/W for shoulder)

432.25

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Construction of embankment with approved material obtained from roadway excavation transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

1118.96

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Construction of Granular sub-base (GSB) by providing well graded material, spreading in uniform layers with motor grader on prepared surface,manual mixing by mix in place method at OMC, watering and compacting to the required density with smooth wheel roller to achieve the desired dencity complete as par clause 401.

1118.96

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading-2 as per Technical Specification Clause 405.

1384.99

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading-3 as per Technical Specification Clause 405.

1582.62

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Providing and laying Brick Edging on both side of the road with Class-150 Bricks/SOB 8cm wide and 12 cm. deep laid with mud mortar including labour and supply of bricks finished to required template and in proper alignment & also including dressing & ramming the excavated earth as per PWD Specification no. 765

4.14

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Providing and applying Primer Coat with Bitumen Emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg to 1.00 kg sqm using mechanical means as per Technical Specification Clause 502(i). Including all taxes and Cess, if any etc.

16470.33

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Pre-coating chips Pre-coating of chips with 1 per cent of paving bitumen by weight of chips in a suitable mixer duly heated to 160 degree C as per Technical Specification Clause 507.2.5 Including all taxes and Cess, if any etc.

428.23

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Surface Dressing (Case-1) 19mm nominal chipping size Providing and laying surface dressing as wearing course in single coat using precoated crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller. Including all taxes and Cess, if any etc.

16470.33

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Surface Dressing (Case-2) 13.2mm nominal chipping size Providing and laying surface dressing as wearing course in single coat using precoated crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller. Including all taxes and Cess, if any etc.

16470.33

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Providing and Laying of M-30 Interlocking Concrete Block Pavements having thickness 100 mm as per drawings and Technical Specification Clause 1504.

4631.25

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Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with all lead and lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

1565.84

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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Nominal mix 1:3.6)

397.62

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M-150 Brick Masonry Work in 1:3 cement mortar upto a depth of 1.5 m below ground level and 1.5 m above from bed /ground level, including cost of all materials, labour and T&P etc, as per drawing and Technical Specification Clause 1109 Deduction for pipe

725.96

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Plastering with Cement Mortar (1:4), 15 mm thiak on brickwork, including cost of all materials, labour and T&P etc, as per Technical Specification Clause 613.4 and 1204.

4076.1

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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (1:2:4)

73.89

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Supplying, fitting, and placing steel reinforcement for RCC work in superstructure, including its bending, tying, and placing in position and also including cost of materials, labour and T&P etc., as per drawing and Technical Specifications Clauses 1002,

2.74

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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

34.93

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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in One row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry. (350mm)

20

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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in One row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry. (450mm)

20

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Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 (ii) Sand Filling (For sandy soil)

13.92

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Struck Pointing with Cement Mortar (1:3) on brickwork, including cost of all materials, labour and T&P etc, as per drawing and Technical Specification Clause 613.3

16.74

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White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916.

12.46

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Letter Writing

4

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Reinforced cement concrete M15 grade 5 th kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

1

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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

6

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Reinforced cement concrete M15 grade 200 m stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

21

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Retro-reflectorised Traffic Signs. Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

14

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Fig. 2 Typical PMGSY LOGO AND INFORMATION BOARD. Providing and fixing of reflective typical PMGSY logo and informatory sign board with a corrossing resitant 3mm and 4mm thick alumunum composite panel face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type-I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle.

1

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Fig. 1 (A) Logo Board at Starting Point & Fig. 1 (B) Logo board at Intermediate distance. Providing and fixing of logo sign board at starting point & Intermediate distance with a corrossing resitant distance with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type-I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle.

3

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Fig. 3 & 4 Citizen Information Board "A" & "B" Providing and fixing of reflective Citizen information sign board with a corrossing resitant 4mm thick alumunum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type-I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle.

1

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Retro Reflective Fig. 5 Providing and Fixing 'Maintenace Board' of PMGSY Project Providing and fixing of Maintenance information sign board with a corrosion resistant 3mm thick alumunium composit panel (ACP) face to be fully covered with DM 5600 engieering grade prismatic/ equivalent sheeting type-I as per IRC67 :2012 with post of MS Structureof squire hollow section MS 75x75X6 mm and MS frame of 35X35X5 mm angle

1

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Supplying and instalation of delinators (Road way indicators[ hazard markers, object marker) 80-100 cm. High above ground level, painted black and white in 15 cm. wide strips, fitted with 80x100 mm rectangular or 75 mm dia circular reflectorised panel at the top buried of pressed into the ground and conforming to IRC:79 and the drawing.

50

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Suppy & Fixing of pavment Makers (Cat Eye) Type X-ASTMD-4956-04 Avery Dennison/3-M (USA Make) consisting of ASA plastic housing fitted with tightly aderent plotting compound. The housing shall contain prismatic two glass coverd prismatic reflective face to reflect light I/C all tax.

160

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Maintenance of Hume pipe culvert by way of Clearing Cleaning, Erosion repair, repairs to cracks parapet wall and protection work as per drawing and technical specification Clause 1908

10

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Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectrorising glass beeds @ 250gms per sqm. Area, thiclness of 2.5mm is exclusive of surface applied glass beeds as per IRC:35. The finish surface to be lavel, uniform and free from streaks and holes. composition of thermoplastic meterial shall be as per table 800-3 of clause 803 of MORTH including cost of all meterial, labour, T&P etc. require for proper completion of work as direction by engineer-in-charge.

865.5

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