Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date2 Jan 2025
Closing Date16 Jan 2025
Tender Amount₹ 2,12,50,000 
Notes
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Costs

Description

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Sand Filling in Foundation Trenches as per Drawing & MORTH specifications Clause 304.

122.05

875

106793.75

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Providing and laying reinforced cement concrete (M 30 grade)in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

590.84

12554

7417405.36

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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing & MORTH specifications Clauses 1600 & 2200.

69.57

89450

6223036.5

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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 Specifications

76

250

19000

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Drainage Spouts complete as per drawing and Technical specification

18

3560

64080

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

17.56

16361

287299.16

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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

54.96

14253

783344.88

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Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.

54.96

2527

138883.92

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Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding Rubble stone laid in cement mortar 1:3.

128.61

8233

1058846.13

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Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.

185.49

4411

818196.39

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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

72.56

4411

320062.16

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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

48.65

4612

224373.8

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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications

97.3

4411

429190.3

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Dismantling of Brick masonary and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per direction of Engineer-in-charge.

149.3

439

65542.7

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Dismantling of Cememt Concrete and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per direction of Engineer-in-charge.

45.36

970

43999.2

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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, upto 1km transporting to site, spreading, grading to required slope and compacting to meet requirement of 95% of proctor density. As per S.I. No. MORT&H 305(3.18)

2100

165

346500

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Supply and Laying of 900 mm dia Hume Pipe NP-3 type

45

4222

189990

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Brick on edge solling on the diversion of road at site of near culvert construction including all material labour and T as per direction of E/I as per S.I. No. 762b

825

460

379500

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Credit for dismentlled materials as per direction of Engineer-in-charge.

1

70000

-70000

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Earth work in cutting in embankment in ordinary soil (Loam, Clay or sand) excavation to be in the form of pit not exceeding 50 cm in depth and earth work in embankment to be in 20 cm layers, including the ramming & dressing the surface to required levels and slops and also including 1.50 meter lift and 30meter lead. the earth from cutting to be used in making embankment or to be deposited as spoil bank within 30m distance as direction by the Engineer in charge. SI No 253 including royalty charges

2500

105

262500

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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 smooth wheel roller to achieve the desired density, complete as per clause 401.

45.63

4323

197258.49

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Providing, laying, WBM Grade-2 with 45-63mm size Stone Ballast, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled smooth roller 8-10 tonnes 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 clause 405.2 (Including all taxes required & i/c hire charges of road roller)

26.25

5007

131433.75

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Providing, laying, WBM Grade-3 with 22.4-53mm size Stone Ballast, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled static roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grading 3 as per clause 405.3 (Including all taxes required & i/c hire charges of road roller)

26.25

5126

134557.5

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Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. as per Techinical specfication Clause 502 (Including all taxes required & including Cost of bitumen emulsion)

350

37

12950

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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

350

13

4830

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Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheeled roller 8-10 tonne capacity, finished to required level and grades. to be followed by seal coat of type C as per technical specification clause 508. (Including all taxes required and hire charges of road roller & including Cost of bitumen )

350

201

70350

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Providing and laying seal coat by manual means with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 (Including all taxes required and hire charges of road roller & including Cost of bitumen )

350

71

24850

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Earthwork in patari on both side of road in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50 metre in depth and earth work to be compacted in 20 cm. layers including ramming and dressing and also the surface to required levels and slopes also including 2.0 m. lift and 10m. lead as per specification and direction of E/I. including royalty charges

29.56

105

3103.8

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GST Will paid as per Govt. Rule

1

1

1



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