Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date1 Mar 2021
Closing Date8 Mar 2021
Tender Amount₹ 10,53,904
Costs
EMD
₹ 2,19,000Document Cost
₹ 854Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CEUFZ_561145_15Bid Award Id
ViewTender No
507/Nivida Date 19.02.2021Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
140
-
3940
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
140
-
3910
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Providing and applying primer coat with emulsion (SS2) 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 (Cost of Including Emlusion)
1875
-
32
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Providing and applying tack coat with Bitumen (VG-10) using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (Cost of Including Bitumen)
1875
-
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 either Type A as per Technical Specification Clause 508 (Cost of Including Bitumen)
1875
-
184
... More
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 (Cost of Including Bitumen)
1875
-
63
... More
Brick edging 7 cm wide on both sides of the road With Staraight over burnt bricks complete as per PWD specification no. 20.15
0.5
-
81000
... More
Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pit not exceeding 1/2 metre (20'') in depth and earthwork in embankment to be 20 cm (8'') layers including ramming and dressing the surface to required levels and slopes and also including 1.5 mts lead. The earth form cutting to be used in making embankment or to be desposited on spoil banks withen 30 m. (100 ft.) distance as directed by the Engineer-in-charge Excluding Royalty.
280
-
105
... More
P/L of 600mm dia RCC NP-3 hume pipe
7.5
-
2100
... More
P/L of 350mm dia RCC NP-3 hume pipe
7.5
-
1200
... More
P/L of Cement concrete 1:4:8 (cement, fine sand, 40mm brick ballast) in foundation as per SI no. 275
0.5
-
4300
... More
P/L of filter media of 25 mm gauge class-150 brick ballast below hume pipe
1.5
-
1150
... More
Class-150m brick work with 1:3 cement and coarse sand mortar in foundation, parapet of culvert as per SI no. 307
7
-
5400
... More
Struck pointing with 1:2 cement sand mortar as per SI no. 574
22
-
210
... More
Cement plaster 12mm thick 1:4 Cement and fine sand of 1.25fm as per SI no. 584
1.7
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155
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