Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date9 Jan 2025
Closing Soon25 Jan 2025
Tender Amount₹ 37,00,000
Costs
EMD
₹ 3,70,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEUBZ_989610_8Tender No
5575/ 04 E-NIVIDA-BASTI CIRCLE/24-25 DATED-06-12-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
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BOQ Items
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Plain Cement concrete 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed placed in foundation and compected by vibration including curing for 14 days. As per MORD specification 800
18.35
7869
144396.15
... More
Providing and laying reinforced cement concrete M 30 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5
101.49
11396
1156580.04
... More
Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specification clauses 1002, 1010, 1202
9.14
106746
975658.44
... More
Providing Weep holes in brick masonary / Plain / reinforced concrete abutment wing wall/ return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of IV:20H towards drawing foce complete as per drawing and technical specification As per MORT&H specification 2706 & 2200
11.2
130
1456
... More
Drainage spouts as per drawing & technical specification as per MORT&H specification 2705
12
910
10920
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Filling of boulders in between Cut off wall and Raft 600 mm thick comprising of loose boulders weighing not less than 40 kg beyond curtain wall.
31.2
4452
138902.4
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Dewatering with pumping set including etc all completion.
10
125
1250
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DIVERSION Construction of embankment with approved material obtained from available land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5
150
105
15750
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APPROACH Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5
500
105
52500
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Construction of granular sub-base by providing well graded material spreding in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achive the desired density complete as per technical specification clause 401
37.66
3921
147650.16
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Providing ,Laying ,spreading and compacting stone aggregates of 63-45 mm size 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,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density
21.09
4724
99646.88
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Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size 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 nterstices of coarse aggregate ,watering and compacting to the required density
21.09
4685
98806.65
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Brick edging on both sides of the road of first class bricks 8 cm (3'') wide and 12 cm. ( 4.5") deep laid with mud mortar including labour & supply of bricks finish to the required template and in proper alignment and also including dressing ramming the excavated earth as directed by Engineer-in-charge.
0.05
81000
4050
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Providing and applying Primer coat with bitumen emulsion on prepared (SS-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg / sqm using mechanical means. As per technical specification clause 502
281.25
51
14484.38
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Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared surface cleaned with hydraulic broom .
281.25
18
5203.13
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Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm 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 .
281.25
218
61312.5
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Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall .
281.25
75
21346.88
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PROTECTION WORK Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification Clause 1302
13
4823
62699
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specification Clause 1302
25
4452
111300
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