Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date4 Dec 2024
Closing Soon24 Dec 2024
Tender Amount₹ 51,87,000 
Notes
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Costs

Description

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BOQ Items

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Providing and laying 7.50/10.00cm compacted thickness of stone aggregates of specific sizes 45-63 mm of 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 dust to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading -2 as per technical specification clause 405 including cost of material , roller, cartage ,loading, unloading ,labour and all taxes complete or as per direction of Engineer in charge.

225

4112

925200

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Providing and laying 7.50 cm compacted thickness of stone aggregates of specific sizes 22.4-53 mm of 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 dust to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading -3 as per technical specification clause 405 including cost of material , roller, cartage ,loading, unloading ,labour and all taxes complete or as per direction of Engineer in charge.

225

4082

918450

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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 using mechanical means. As per technical specification clause 502 (Including of Emulsion)

3000

44

132000

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Providing and applying tack coat with Bitumen (VG-10) at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer complete as per Technical Specification Clause 503. (Including of Bitumin)

3000

15

45000

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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 using penetration grade bitumen 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508. (Including of Bitumin)

3000

197

591000

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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 C, as per Technical Specification Clause 510 (Including of Bitumin)

3000

69

207000

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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 templeate and in proper alignment and also including dressing ramming the excavated earth as directed by Engineer-in-charge (Including of Bitumin)

0.8

81000

64800

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Earth work in patries with ordinary soil (loam,clay and sand) excavation to be in the form of regular pits not exceeding 50 cm in depth and earth work in embankment to be in 20 cm layers including the ramming and dressing the surface to required levels, slopes and also including 1.5 m lift and 30 m lead the earth form cutting to be used in making embankment or to be deposited as spoil bank within 30 m distance as directed by the Engineer-In-Charge including mechanically compaction without royalty as per ( S.I. No. 253) in

830

105

87150

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NP3 Hume Pipe Culvert 600 mm Dia- 1 No. Earth work in excavation in foundation as per S.I. No. 251

23.35

120

2802

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Concrete with 40 mm gauge brick ballast, fine sand of 1.25 F.M. and cement in the proportion of 6:3:1 as per S.I. No. 280

3.88

6550

25414

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Supply of 600 mm dia Hume Pipe NP-3 type

7.5

2665

19987.5

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Laying of R.C.C. Hume pipe in construction of culvert.

3

425

1275

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Class 150 A brick work in 1:3 cement and fine sand mortar As per S.I.No. 306

2.61

5150

13441.5

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Class 150 A brick work in 1:3 cement and coarse sand in super structure As per S.I.No. 307

1.26

5440

6854.4

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Struck pointing with 1:2 cement and fine sand. As per SI. NO. 574

16.49

190

3133.1

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Earth work in ordinary soil. As per SI. No. 253

46.25

105

4856.25

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Cost of IInd Year Maintinance @ 0.75%

1

33993

33993

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Cost of IIIrd Year Maintinance @1.50%

1

67987

67987

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Cost of IVthYear Maintinance @2.25%

1

101980

101980

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Cost of Vth Year Maintinance @3.00%

1

135973

135973



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