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₹ 52,88,000 
Notes
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Costs

Description

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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.

239

4479

1070481

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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.

239

4442

1061638

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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)

3187.5

45

143437.5

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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)

3187.5

15

47812.5

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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)

3187.5

204

650250

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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)

3187.5

72

229500

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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)

0.85

81000

68850

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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

660

105

69300

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NP3 Hume Pipe Culvert 600 mm Dia- 2 No. Earth work in excavation in foundation as per S.I. No. 251

46.7

120

5604

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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

7.76

6550

50828

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Supply of 600 mm dia Hume Pipe NP-3 type

15

2665

39975

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

6

425

2550

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

5.22

5150

26883

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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

2.52

5440

13708.8

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

32.98

190

6266.2

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

92.5

105

9712.5

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Cost of IInd Year Maintinance @ 0.75%

1

34682

34682

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Cost of IIIrd Year Maintinance @1.50%

1

69364

69364

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Cost of IVthYear Maintinance @2.25%

1

104046

104046

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Cost of Vth Year Maintinance @3.00%

1

138728

138728



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