Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date13 Nov 2024
Closing Soon27 Nov 2024
Tender Amount₹ 24,50,000
Costs
EMD
₹ 2,45,000Document Cost
₹ 944Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMRZ_973104_9Tender No
3363/24A Date-25/10/2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
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BOQ Items
Providing,laying,spreading and compacting stone aggregates of specific sizes (22.4-53 mm) to water bound macadam specification including spreading in uniform thickness,hand packing,rolling with smooth wheeI roller 80-100 KN in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate,watering and compacting to the required density. WBM Grading-III as per Technical Spcification clause 405.
182.81
2500
457025
Brick Edging on both sides of roads of straight over burnt brick Class-150 Bricks/ 7.50 cm wide and 11.5 cm. deep laid with mud mortar finished to required template in proper alignment & including dressing & ramming the excavated earth as directed by E/I as per S.I. No. 765.
0.65
82000
53300
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.70-1.00kg/sqm using mechanical means as per Technical Specification Clause 502.
2437.5
39
95062.5
Providing and applying tack coat with bitumen (VG-10) using bitumen distributor at the rate of 0.30-0.4 kg per sqm on the prepared surfaces cleaned with hydraulic broom Technical Specification Clause 503.
2437.5
13
31687.5
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 three wheel 80-100 kN static rollar capacity finished to required level and grades to be followed by seal coat
2437.5
160
390000
Providing and laying seal coat sealing the voids in a bituminous surface laid to specefication to the specified levels using crushed stone chipping 6.7mm size and the penetration bitumen VG-10 as per Technical Specification Clause 510.
2437.5
60
146250
Same as above item no. 1 but for Pateri SI No-253
300
80
24000
Construction of 350 mm dia N.P. 3 hume culvert Excavation in foundation in ordinary soil incluidng filling lift up to 1.5 m and lead up to 30 m & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the side of foundation trenches or plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge up to a distance of 30 m from the foundation trenches including all T&P etc. complete As per S.I. No. 251.
10.3
110
1133
Construction of 350 mm dia N.P. 3 hume culvert Cement Concrete with 4 cm, gauge approved stone ballast, approved coarse sand and cement in the proportion of 6:3:1 in fondation including supply of all material, labour, T&P etc. required for proper completion of the work As per S.I. No. 280.
3.06
5070
15514.2
Construction of 350 mm dia N.P. 3 hume culvert Providing and laying 350 mm dia NP-3 Hume pipe jointing with coller in proper position with cement mortar 1:2 including cost of cement, jute etc. required for proper completion of the work.
15
1429
21435
Construction of 350 mm dia N.P. 3 hume culvert 1st class brick work in 4:1 fine sand and cement of 1.25 fineness modulus mortor in foundation & plinth including supply of all material, labour and tools and plants etc. required for proper completion of the work As per S.I. No. 305.
6.14
4650
28551
Construction of 350 mm dia N.P. 3 hume culvert Struck cement pointing with cement mortor consisting of 1:2 one part cement and two part of sand of 1.25 F.M. including supply of all material, labour, tools and plants etc. required for proper completion of the work As per S.I. No. 574.
22.42
150
3363
Maintance Cost of Ist Year for P.C. Work @ 0.00%
0.65
-
-
Maintance Cost of 2nd Year for P.C. Work @ 1.50%
0.65
48532
31545.99
Maintance Cost of 3rd Year for P.C. Work @ 3.00%
0.65
97064
63091.97
Maintance Cost of 4th Year for P.C. Work @ 4.50%
0.65
145596
94637.96
Maintance Cost of 5th Year for P.C. Work @ 6.00%
0.65
194129
126183.94
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