Public Works Department Tender

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Public Works Department - PWD Tender

Works
Eprocure
Opening Date23 Nov 2024
Closing Soon30 Nov 2024
Tender Amount₹ 28,27,000 
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 materials as directed by the Engineer-in-charge within a distance of 60 m (200ft.) S.No.692

6

400

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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 with approved material (without de-watering)

225

113

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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.SI.No.-12.4

10.28

8000

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Brick Masonry Work in Cement Mortar 1:3 in Foundation excluding Pointing and Plastering, as per Drawing and Technical Specifications.

26.38

7080

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Sand Filling in Foundation Trenches as per Drawing & Technical Specification clause 305.3.9

9.66

1260

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Providing concrete for Reinforced concrete in open foundation complete as per drawings and technical spesification clause 802, 803, 1202 & 1203(RCC Grade M30)

17.46

9200

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

1.7

72900

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Reinforced cement concrete in substructure complete as per drawings and technical spesification clause 802, 803, 1202 & 1203

27.99

10160

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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications clause 1002, 1005, 1010 & 1202

3.3

72900

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Providing and laying Reinforced cement concrete in superstructure complete as per drawings and technical spesification clause 800, 1205.4 & 1205.5

37.16

11900

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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications clause 1002, 1005, 1010 & 1202

2.68

72900

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

2.25

12700

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

15.12

2350

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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 specification.Sr no. 13.8 Ref. to MoRTH Spec2706 & 2200

45

125

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Providing cost of dewatering including cost of boaring, laying of 4" dia P.V.C. Pipe, Hire charges of 7.50 K.V. Deisal pumping Set, Hire Charges of P.V.C. pipe & cost of 4" dia plastic pipe for disposal of water as required distance also including wages of repairing leakage during operation with hire charges of tractor including loading and unloading of pumping set.

300

96

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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. (1.00 Km cartage)

900

95

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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.

46.88

4000

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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)

14.06

4600

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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)(Excluding GST)

14.06

4720

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Providing and applying primer coat with bitumen 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. as per Technical Specification Clause 503 (Including all taxes required & including Cost of bitumen VG-10)

187.5

32

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Providing and applying tack coat with bitumen (VG-10) using pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface treated with primer & cleaned with hydraulic broom as per Technical Specification Clause 503 (Including all taxes required & including Cost of bitumen VG-10)

187.5

13

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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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. (Including all taxes required and hire charges of road roller & including Cost of bitumen )

187.5

195

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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 )

187.5

67

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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

100

95

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Protection work Providing and laying boulders apron for bed protection with stone bouldersof minimum size andd weight as per table 1300.1, no fragment weighing not less than 25 kg, laid dry complete as per drawing and Technical specification clause 1301

31.16

3700

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Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications 1302

8.36

3700

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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 1302

16.72

2450

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