Uttar Pradesh Rural Road Development Agency Tender

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Uttar Pradesh Rural Road Development Agency - UPRRDA Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date30 Oct 2024
Closing Date28 Nov 2024
Tender Amount₹ 3,75,96,000 
Notes
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Costs

Description

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BOQ Items

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Construction of Panel Cement Concrete Pavement. Thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,Curing compound(where specified) and water finishing to lines and grade as per drawing and technical specificationClause 1501. PCC grade M30 each Panel(0.50x0.50 m.) (Road A)

68.4

8189

560127.6

... More
Same as above for Road B

94.62

8189

774843.18

... More
Brick Soling- Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412(Including Royality, Labour cess and Other Applicable LevIes and all Taxes Complete Excluding GST) Road A

460

455

209530

... More
Same as above for Road B

184

455

83812

... More
Dismantling of existing damage 80mm thick interlocking Tiles including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (2.6 D) (Road A)

22.85

303

6934.98

... More
Same as above for Road B

97.4

303

29560.9

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Relaying of concere block pavement having thikness 80 mm I Shaped machinacaly compaced Interlocking CC pavers blocks manufactured by high pressure & controlled vibration machine having plan diamention 200x(160+120)mm with minimum 8mm thick toping of O.P. cement mixe with 25% marble powder. The compresive strength of Concrete paver blocks shall not be less than 30 MPa &5.0 Kg per No. including cost of all material labour T&P etc. required for proper completion of work as per drawing and Technical specification clause 1504 (Road A)

285.67

101

28881.24

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Same as above for Road B

1217.52

101

123091.27

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P/L of concere block pavement having thikness 80 mm I Shaped machinacaly compaced Interlocking CC pavers blocks manufactured by high pressure & controlled vibration machine having plan diamention 200x(160+120)mm with minimum 8mm thick toping of O.P. cement mixe with 25% marble powder. The compresive strength of Concrete paver blocks shall not be less than 30 MPa &5.0 Kg per No. including cost of all material labour T&P etc. required for proper completion of work as per drawing and Technical specification clause 1504 (Road A)

228.54

689

157509.77

... More
Same as above for Road B

811.68

689

559409.86

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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.(Road A)

22.34

385

8600.9

... More
Same as above for Road B

44

385

16940

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Providing concrete for plain concrete in open foundations complete in 1:3:6 as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Ch.11.4 (I-ii)(Road A)

5.59

6158

34428.25

... More
Same as above for Road B

11

6158

67747.9

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Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (Ch.11.50)(Road A)

19.11

5331

101877.32

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Same as above for Road B

37.63

5331

200609.29

... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 (Ch.12.3 )(Road A)

81.34

198

16105.32

... More
Same as above for Road B

160.19

198

31717.62

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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (Prop 1:2:4) machine mixed.(Road A)

0.56

6919

3874.98

... More
Same as above for Road B

1.11

6919

7680.76

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R.C.C grade M 20 Nominal mix (1:1.5:3) Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Road A)

5.63

6888

38745

... More
Same as above for Road B

5.63

6888

38745

... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 Steel 1% of RCC. (Road A)

0.43

70082

30205.47

... More
Same as above for Road B

0.43

70082

30205.47

... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.(Road A)

27

385

10395

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Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (11.50)(Road A)

22.5

5331

119949.75

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Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 (12.3 ) (Road A)

48

198

9504

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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (Prop 1:2:4) machine mixed. (Road A)

1.05

6919

7265.58

... More
Providing & Fixing Kilo Metre Stone withR.C.C. M15 grade of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. Ordinary Kilometer Stone (Precast) (Road A)

4

2706

10824

... More
Same as above for Road B

2

2706

5412

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Providing & Fixing Hecto Metre(200 M)Stone withR.C.C. M15 grade of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. 200m Stone (Precast) (Road A)

12

753

9039.6

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Same as above for Road B

4

753

3013.2

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Providing and fixing of Logo sign board at starting point & Intermediate 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 (Road A)

2

7307

14615.6

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Same as above for Road B

2

7307

14615.6

... More
Providing and fixing of reflective typical PMGSY logo and informatory sign board with a corrosion resitant 3mm and 4mm thick aluminum composite panel face to be fully covered with DM 5600 engineering grade prismatic / equvivalent 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. (Road A)

1

20127

20127.4

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Same as above for Road B

1

20127

20127.4

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Providing and fixing of reflective Citizen information sign board with a corrosion resitant 4mm 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 (Road A)

1

19199

19199.1

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Same as above for Road B

1

19199

19199.1

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Providing and fixing of Maintenance information sign board 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.(Road A)

1

18122

18122.3

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Same as above for Road B

1

18122

18122.3

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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. (60cm equilateral triangle with diffinitation plate (20 cm x 60 cm) for turn board) (Road A)

4

3997

15990.4

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Same as above for Road B

2

3997

7995.2

... More
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 . (45x60cm Single Chevron (rectangular for Cautionary Board). (Road A)

4

5011

20045.6

... More
Same as above for Road B

5

5011

25057

... More
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. (60x60cm rectangular with diffinitation plate (20 cm x 50 cm) for village board. (Road A)

3

5835

17506.2

... More
Same as above for Road B

2

5835

11670.8

... More
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. ( 90 cm height Octagon Stop Sign) (Road A)

1

8539

8539.2

... More
Same as above for Road B

1

8539

8539.2

... More
White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915(Ch.15.113). (Road A)

5.76

36

211.85

... More
Same as above for Road B

12

36

441.36

... More
Maintenance of 200 metre km stone and km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 (Ch.15.11 )(Road A)

9.1

863

7859.67

... More
Same as above for Road B

5.15

863

4448.06

... More
Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910 (Ch.15.09 )(Road A)

9.1

1131

10292.1

... More
Same as above for Road B

5.15

1131

5824.65

... More
Part-2 (Renewal)

-

-

-

... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.(Road A)

2037.49

118

240423.82

... More
Same as above for Road B

778.75

118

91892.5

... More
Construction of embankment with approved material obtained from borrow pits with a 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 1000 m as per Technical Specification Clause 301.5 (Carted Earth)(Road A)

68.4

309

21135.6

... More
Same as above for Road B

339.6

309

104936.4

... More
Providing and applying Prime Coat (Low porosity) with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502 Sr. No. 5.1 MORD 502 (Qty.Same As WBM-3) (Ch.5.1( i )) (Road A)

1954.43

45

88144.79

... More
Same as above for Road B

852.9

45

38465.79

... More
Providing and applying Tack Coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.Sr. No. 5.2 (ii) MORD 503 (Ch.5.2( ii ))(Road A)

36250.22

14

536503.24

... More
Same as above for Road B

17891.21

14

264789.88

... More
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,with Waste Plastic New Technologi, 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(Road A)

1127.05

11064

12469703.33

... More
Same as above for Road B

552.52

11064

6113114.47

... More
Road Safety -Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectrorising glass beeds @ 250gms per sqm. Area, thickness 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. (Road A)

1801.54

640

1153886.37

... More
Same as above for Road B

900.35

640

576674.18

... More
Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. As per DSR 16.50 (Road A) (Road A)

924

154

142758

... More
Same as above for Road B

678

154

104751



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