Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date6 Dec 2024
Closing Date12 Dec 2024
Tender Amount₹ 24,00,000 
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. (PCC M-15)

65.06

6297

409682.82

... More
Class-150 Brick work in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour, curing and T&P etc. required for proper completion of the work. S.I. No. 307

207.22

4526

937877.72

... More
Filling of granular sub-base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in place method complete as per Technical Specification Clause 401.

115.77

2516

291277.32

... More
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (RCC M-20)

22.8

7145

162906

... More
M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend hooks, and authorized overlapping shall be measured and including cost of binding wire. S.I. No. 504

26.85

7153

192058.05

... More
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (PCC M-20)

7.2

7083

50997.6

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12mm Thick plaster with cement and corse sand in 1:3 over brick work minimum thickness not to be less than 12 mm including cost of all types of materials, Labour, T&P etc. required for proper completion of the work. S.I. No. 582a

12.48

180

2246.4

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Struck Pointing with cement mortar consisting of 1 Part cement & 2 Parts of fine sand of 1:25 fineness modulus including cost of all type material labour. T&P etc S.I.. No. 574

112.8

145

16356

... More
Providing and laying 90mm dia PVC pipe abutmants to provide weep holes S.I. 30A

24

140

3360

... More
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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

20

2692

53840

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Providing, laying, spreading and compacting stone aggregates G-2 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 requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.

12

2861

34332

... More
Providing, laying, spreading and compacting stone aggregates G-3 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 requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.

12

3096

37152

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Providing & applying tack coat with VG-10 bitumen at the rate of 0.20 kg per sqm on the prepared granular surface treated with primer cleaned with hydroulic broom as per Technical Specification

160

9

1440

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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 120 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades.

160

137

21920

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Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.

160

46

7360

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Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M. distance as directed by the Engineer incharge. (3.0 Km cartage)

15.36

162

2488.32



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