Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date5 Jan 2022
Closing Date12 Jan 2022
Tender Amount₹ 86,50,000
Costs
EMD
Refer DocumentsDocument Cost
₹ 2,615Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CEUFZ_671100_1Tender No
7250/2com ayo.ambe.,Date-28.12.2021Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification including 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 density grading 3 as per Technical Specification Clause 405.
421
-
4600
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Brick edging 7 cm wide on both sides of the road by S.O. Bricks complete as per PWD detailed specification no 20.15
1.5
-
81000
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Providing and applying primer coat with bitumen emulsion (SS) 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 as per Technical Specification Clause 502
5625
-
32
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Providing and applying tack coat with Bitumen using distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
5625
-
17
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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 Type C as per Technical Specification Clause 508.
5625
-
200
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Providing and laying seal coat by manual means with VG-10 bitumen 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
5625
-
70
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Earth work in Both side Patri.in ordinary soil including lift upto 1.50 mtr. and lead up to 30.00 mtr. and also including ramming dressing the surface to required level and slope as per direction of E/I.
1600
-
100
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Providing & laying in cement concerete 1:3:6( 1 cement : 3 Coarse sand : 6 Stone aggregate 40 mm.nominal size) and curing complete, including supply of all materials, labour and T&P etc. required for proper completion of work as per direction of E/
2.7
-
6000
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Providing and laying of 350 mm NP-3 Hume pipe i/c cartage etc. complete as per direction of engineer in charge.
22.5
-
1270
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