Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date10 Sep 2024
Closing Date1 Oct 2024
Tender Amount₹ 26,15,000 
Notes
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Costs

Description

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BOQ Items

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Providing and applying tack coat with Bitumen VG-10) using Bitumen distributor at the rate of 0.30kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

2250

33750

15

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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 either using penetration grade bitumen 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 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.

2250

382500

170

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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

2250

144000

64

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Earth work in patries both one side of road. Excavation to be in inordinary black with moorum soil form of regular pits not excceding 0.50 m in depth and earth work in embankment in 20 cm layers including ramming and dressing the surface to required lavels and slopes and also including 1.5 m lift and 30 m lead including all labour. T&P etc complete as per direction of Engineer-in-charge

709

56720

80

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CONSTRUCTION OF HP-350MM & 600 MM Culvert Earth work in excavation in foundation in moorum/single/ kankar requiring the used of specal T&P such as pixckaxes subbals etc including all labour T&P royality etc all complete.

54

5940

110

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Supply and laying of local sand in trench including ramming, dressing, watering etc. including cost of all material, labour etc. complete. (within 8 km.) SI No. 255

7.14

4641

650

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Cement concrete with 4 cm gauge stone ballast coarse sand and cement in the proportion 8:4:1 including cost of all material, labour etc. complete. SI No. 281

6.4

31360

4900

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RCR stone masonary in 1:4 cement chopan caorse sand mortar in cluding all labour T&P etc complete

27.6

106260

3850

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Struck pointing 1:2 cement and fine sand mortar on both visibule face of end wall in parapet.

47.4

7821

165

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Providing and laying 600 mm dia N.P-3 H.P. jointing with coller in proper position including cost of cement , jute etc. required for proper completion of work. Pipe

15

25500

1700

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Providing and laying 600 mm dia N.P-3 H.P. jointing with coller in proper position including cost of cement , jute etc. required for proper completion of work. Laying

6

2400

400



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