Public Works Department Tender

View complete overview of Uttarakhand PWD Tender

Public Works Department - PWD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date1 Jan 2025
Closing Soon1 Feb 2025
Tender AmountRefer Documents 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Above 6.0 M.

263.1

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Hard rock ( blasting prohibited )

224.4

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Plain cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M15

27.03

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Reinforced cement concrete in open foundation complete as per drawing and technical specifications. RCC Grade M 30 Using Batching Plant, Transit Mixer and Concrete Pump

156.86

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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications

15.5

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Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC Grade M 30 Using Batching Plant, Transit Mixer and Concrete Pump

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Up to 5.0 M.

127.26

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5.0 to 10.0 M.

88.28

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Above to 10.0 M.

6.75

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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications

30.76

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Furnishing and Placing Reinforced cement concrete in super-structure as per drawing and Technical Specification RCC Grade M 30 Using Batching Plant, Transit Mixer and Concrete Pump for Solid Slab Super Structure

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Hight Above to 10 m.

113.31

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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

11.1

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Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification

122

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Reinforced Cement Concrete Crash Barrier metre Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:2

14

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Supply and fabrication of steel truss bridge as per detailed drawing attached including supply of all structural steel E-250 confirming IS 226 - 1969 required for proper completion of the bridge including ground errection of the bridge and one coat of app

179.1

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Erection of Steel Truss (Girder) Bridge (up to 60m span) as per drawing with required camber including cartage of fabricated parts from the place of stack near site including submission of launching plan by the contractor, (duly vetted by a recognised rep

179.1

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Drainage Spouts complete as per drawing and Technical specification

24

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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

25.14

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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

9.87

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Reinforced cement concrete (M-30) approach slab including formwork but excluding reinforcement steel, complete as per drawing and Technical specification

19.74

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Providing and laying of strip seal expansion joint catering to maximum horizontal movement upto 70 mm ( complete as per approved drawings and standard specifications ) to be installed by the manufacturer / supplier or their authorised representative ensur

13

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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical sp

221

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Painting on Steel Surfaces Providing and applying two coats of readymix paint of approved brand on steel suface after through cleaning of surface to give an even.

3659.3

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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger si

126.42

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NSI ITEMS

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Supplying, fitting and fixing in position true to line and level Spherical bearing bearing tonne consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding

1112

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Supply and Fixing of 24 / 20 mm dia P.F. make 10.90 grade HSFG High Strength Friction Grip Bolt to IS 3757:1985 latest to grade 10.9S with High Strength Friction Grip nut to IS 6623:2004 latest to grade 10S and high Strength Friction 2 No. washer includin

13296

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Providing & Fixing 25 mm dia 1.80 m. long rock anchoring including supply of all materials T & P etc Complete in all respect.

36

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Doing load test on bridge span as per IRC code provision, inclusive of mobilization , loading, field measurement & submission of report complete in all respect.

1

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PROTECTION WORK

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Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bo

360

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Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3

480

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APPROCH ROAD

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Earthwork in Hill Road (Hill Side Cutting) Excavation in soil in Hilly Area by mechanical Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lif

303.87

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Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift up

151.93

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Excavation in Hilly Areas in Hard Rock requiring blasting Excavation in hilly areas in hard rock requiring blasting, by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2.

151.93

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Excavation for Structures 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

36.7

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Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work.(Based on PWD specifications)

11.01

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Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702,

126.01

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Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)

58.5

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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing

67.14

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Construction of embankment with approved material obtained from borrow pits (including cost of compensation for earth taken from private land) with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requir

461.87

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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 PCC Grade M 20

2.25

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Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m

50

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