Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date18 Jan 2025
Closing DateCancelled
Tender Amount₹ 1,05,00,000 
Notes
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Costs

Description

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BOQ Items

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Dismantling- Dismantling brick work or stone work in lime or cement mortar and including stacking of material as directed by the Engineer in charge within a distance of 60 m (200 ft.)

180

450

81000

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Dismenteling RCC or RBC work in cement mortar and including stocking of Dismental Materials As directed by Engineer in charge within a Distence of 60 m.S.I. no.-692

25

950

23750

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Box Culvert- 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 bottom and backfilling with approved material.

600

125

75000

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Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.

88

7850

690800

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RCC Grade M20 using batching plant & Manual placing in foundation

68

9000

612000

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RCC Grade M25 using batching plant & Manual placing in foundation

140

9500

1330000

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RCC Grade M30 using batching plant, transit Mixer & Manual placing in foundation

115

9600

1104000

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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC M-30 Grade

238

10100

2403800

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RCC Grade M35using batching plant ,Transit Mixer and concrete Pump

15

11000

165000

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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

30

80000

2400000

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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

50

300

15000

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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.

55

3500

192500

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

125

2500

312500

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Approach Road- 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. Carted Earth

1500

180

270000

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Providing and laying grade -1 granular sub-base with well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401.

52

3800

197600

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Providing and laying spreading and compacting stone aggregates of specific sizes 45-63 mm to water bound macadam specification incluidng 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 /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

30

4550

136500

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Providing and laying spreading and compacting stone aggregates of specific sizes 22.4-53 mm to water bound macadam specification incluidng 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 dencity as per technical specification clause 405

30

4750

142500

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Brick edging on both sides of the road of first class bricks 8 cm (3'') wide and 12 cm. ( 4.5") deep laid with mud mortar including labour & supply of bricks finish to the required template and in proper alignment and also including dressing ramming the excavated earth as directed by Engineer-in-charge.

0.05

82000

4100

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Providing and applying Primer coat with bitumen emulsion on prepared (SS-2) 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. As per as per clause 502.

400

35

14000

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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous granular surface cleaned with mechanical broom.as per clause 503.

400

13

5200

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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 using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades.as per clause 510.

400

185

74000

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Providing and applying seal coat type "C" comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kN Static roller and finishing to required level and grades as per as per clause 511.

400

60

24000

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Earth work in Patri or embankment in ordinary soil loam, clay or sand in patries on both side of road including ramming dressing required to proper completion of work including all labour T&P etc all complete. as per S.I. NO. 253

180

100

18000

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Total cost of work

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10492250



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