Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Eprocure
Opening Date30 Oct 2024
Closing Soon28 Nov 2024
Tender Amount₹ 1,99,00,000 
Notes
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Costs

Description

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Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-in-charge within a distance of 60 meter (200 feet). As per SOR SI No.692

490

375

183750

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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. Specification N. 304 (S.N. 12.01i) (Ordinary Soil)

1272.61

56

71266.16

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Construction of granular sub-base by providing close 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 vibratory rollar to achieve the desired density , complete as per clause 401

103.64

2850

295374

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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. - 12.04

143.13

6200

887406

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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. SI. No. - 12.05(1300) M-15

143.65

7600

1091740

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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC M-30) SI.No.12.08

234.96

9750

2290860

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Supplying, fitting and placing HYSD bar reinforcement in foundation comlete as per drawing and technical specifications (Foundations) SI.No.12.42 (1600)

69.52

89000

6187280

... More
Furnishing and Placing Reinforced/ Prestressed cement concrete in sub-structure as per drawing and Technical Specification. ( Hight upto 5m) SI. No-13.05 G(p)

232.08

9700

2251176

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Furnishing and Placing Reinforced/ Prestressed cement concrete in sub-structure as per drawing and Technical Specification ( Hight 5 to 10m) SI. No-13.05 G(q)

55.23

10000

552300

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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. SI. No. 13.08

202

112

22624

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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification SI. No-14.01B

215.78

10500

2265690

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Proviaing and laying filter media with granular meterials / stone crushed aggregates satisfying the requirements laid down in clause 2504.0.0. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complate as per drawing and Technical Specification SI. No-13.10

158.63

2200

348986

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Providing and laying Cement concrete wearing coat M-35 grade including reinforecement complete as per drawing and Technical Specifications SI. No-14.4

17.61

15800

278238

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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC M-15) SI.No.9.06(1500, 1700 & 2100 )

45.16

7500

338700

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Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications SI.No.13.2

282.56

90

25430.4

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Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces SI.No.-8.8

878.76

110

96663.6

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with 3-wheeled steel/vibratory roller in stages to proper grade and camber applying and brooming requsite type of screening /binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required density grading 2. MoRT& H 404

32.81

3560

116803.6

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with 3-wheeled steel/vibratory roller in stages to proper grade and camber applying and brooming requsite type of screening /binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required density grading 3. MoRT& H 404

32.81

3710

121725.1

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Providing and applying primer coat with bitumen emulsion (SS-2) 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

437.5

38

16625

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Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom

437.5

9

3937.5

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Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm and 5.6 mm aggregates using viscosity 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 then 200 tonne per hour laying and rolling with a smooth wheeled roller finished to required level and grades

437.5

171

74812.5

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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B seal coat as per Technical Spefification Clause -510.

437.5

50

21875

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Providing & laying filter material underneath pitching in slopes complete as per drawings and Technical specification MORT&H Specification 2504 sr. No.16.05

99.6

3310

329676

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Dry rubble Flooring MORT & H Specification 2540 & 2505 Sr. No. 16.09

30

3800

114000

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Providing & laying pitching on sloples laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawings and Technical specification MORT&H Specification 2504 sr. No.16.04)

279.2

3250

907400



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