Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date2 Feb 2024
Closing Date9 Feb 2024
Tender Amount₹ 23,81,000
Costs
EMD
₹ 2,38,000Document Cost
₹ 944Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEALD_889080_2Bid Award Id
ViewTender No
441/1A Nivida /24 Dt 23-01-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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BOQ Items
3)WBM Grading 3
Providing, laying, spreading and compacting stone aggregates of specific 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 screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A)By Manual Means
140.63
408811
2907
Brick edging on both sides of metalled surface 12 cm deep & 8 cm wide with class M-150 bricks laid on edge and dry in proper grade and alignment including cost of all material, labour and T&P etc.complete and all taxes as per direction of E/I.
0.5
34580
69160
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
1875
75000
40
Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30-0.40 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
1875
33750
18
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder
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 or Type B or Type C as per Technical Specification Clause 508.
Case - I By Manual Means (I)Bitumen (S-90)
1875
328125
175
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
A.By Manual Means Case - I : Type A (I)Bitumen (S-90)
1875
116250
62
Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 metre and lead upto 30
Mtr. Including filling watering and ramming of excavated earth into the trenches of into the space between
the building and the sides of foundation trenches or into the plinth and removal & disposal of surplus earth as
directed by the Engineer incharge upto a distance of 30m from the foundation trenches. Excluding GST (SI
No- 251)
4.7
752
160
Supply and Laying of 350 mm dia NP-3 H.P. culvert
15
17850
1190
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