Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date15 Feb 2025
Closing Date21 Feb 2025
Tender Amount₹ 50,26,880.5
Costs
EMD
₹ 4,80,000Document Cost
₹ 2,715Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEUCZ_1006714_1Bid Award Id
ViewTender No
920/352C/E-Tender/STP-LMP dated 07-02-2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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BOQ Items
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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
183
5950
1088850
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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
143
6050
865150
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Brick edging on both sides of the road with first class bricks 8 cm wide & 12 cm deep laid with mudmortar including labour & supply of bricks finished to required template and in proper alingment and also including dressing & ramming the excavated earth as directed by the Engineer - in -charge.
0.51
95000
48450
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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 0.70kg/sqm usingmannual means .
1912.5
42
80325
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Providing and applying tack coat with bitumen (VG-10) using bitumen pressure Distributer at the rate of 0.35 kg per sqm on the prepared surface cleaned with hydraulic broom .
1912.5
17
32512.5
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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 .
1912.5
206
393975
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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 .
1912.5
76
145350
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Construction of shoulder 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
250
87
21750
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1x3.00 m span R.C.C. culvert Dismantling of existing structures,like culverts,bridges,retaining wall and other structure comprising of brick masonary,including unerviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
46
285
13110
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Earthwork in Excavation for structures as per Drawing and technical specification Clause -305.1 including setting out, construction of shoring and bracing , removal of slumps and other deletorious material and disposal upto a lead of 50 metre, dressing of
140
132
18480
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Plain cement concrement 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.
16
8500
136000
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Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203
195
7200
1404000
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Cement Concrete in foundation with 1 : 4 : 8 cement coarse sand and 40 mm. stone ballast supply of all material, labour and T&P etc required for proper completion of work. As per PWD SOR 281.
2.5
5800
14500
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C. M-25
12.6
9200
115920
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Suplying, Fixing, and placing HYSD bar reinforcement in superstructure as per drawing and technical specifications Clause 1002,1010,1202 @ 1.0% of R.C.C. Work.
1.6
84700
135520
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Pointing with cement mortar (1:3) on brick work as per drawing and technical specification Clauses 613.3 & 1204
120
92
11040
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Boring with 100 mm. dia casing pipe including lowering & extraction of assembly, loading, unloading and cartage etc. ( hire charges only)
10
4500
45000
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Dewatering of water if necessary at the time of excavation, concreting, massonary work upto sub soil water level including hire charges of 5HP Pump
500
135
67500
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Providing weepholes in wing wall return wall with 100 mm dia A C pipe extending throught full width of the structures with slope of 1 (v) : 20 (H) towards drainage face complete as per specification.
42
230
9660
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Supply & laying 350mm. Dia NP3 R.C.C. Hume Pipe
22.5
1100
24750
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