Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date24 Feb 2025
Closing Date10 Mar 2025
Tender Amount₹ 1,00,00,000 
Notes
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Costs

Description

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BOQ Items

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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications (M-25)

56.45

9170

517646.5

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Providing & laying M25 grade Reinforced cement concrete in sub-structure complete as per drawing and Technical Specification & section 1500, 1700 & 2200 of MORTH&H specification (2001)

141.72

9680

1371849.6

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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification Deck Slab (M-30)

56.45

10640

600628

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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification(M-25)

17.64

8990

158583.6

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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (M-30) Cement Concrete crash barrier railing

13.77

10650

146650.5

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Steel (HYSD Fe 500) with all charges as cutting, bending, binding & placing at site.

25

77500

1937500

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Drainage Spouts complete as per drawing and Technical specification

12

5600

67200

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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

36

280

10080

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification

101.25

1540

155925

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

10.58

8930

94479.4

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Boring & loring with 100 mm dia PVC pipe with all charges including all materials.

8

10000

80000

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Dewatering with Diesel pump including all charges like fuel & operator.

80

300

24000

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Dismantiling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-in-charge with in a distance of 60 mt. (200 feet)

142.06

640

90918.4

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Recoverd frombrick bat @ 50% after dismantling of arch culvert.

42.62

-1100

-46882

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Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications

21

7500

157500

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Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications

181.6

189

34322.4

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

97.5

2550

248625

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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

251.25

4850

1218562.5

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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.

80.64

4850

391104

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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

3439

188

646532

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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 sand and 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

375

480

180000

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Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401

51.84

4275

221616

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Providing, laying, spreading and compacting stone aggregates of 45-63 mm. to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled/vivratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming crushdable stone screening materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405

29.53

5125

151341.25

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Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm. to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheel/vivratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming, crushdable 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.

29.53

5300

156509

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Brick edging on both sides of roads of 1st class bricks 8cm (3") wide & 12 cm (4.50") deep laid with mud mortor including labour & suplly of bricks finished to required templete and in proper alignment and also including dressing & ramming the excavated earth including all labour T & P sudries required for completion of work with material. As per S.O.R. 765

0.07

82000

5740

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Providing and applying primer coat with SS1 grade 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.

393.75

30

11812.5

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Providing and applying tack coat with Bitumen (VG-10) using distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

393.75

14

5512.5

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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using VG-10 Bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a mixall, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type C as per Technical Specification Clause 508.

393.75

218

85837.5

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Providing and laying seal coat Type-C to sealing the voids in a bituminous surface with 6.7 mm aggregates of approved quarry using bitumen (VG-10) @ 0.65 kg/ sqm to required laid to the specified levels, grade and cross fall as per MORD Specification Clause 510 and as per direction of Engineer-in-charge to completion of work.

393.75

73

28743.75



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