Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date20 Feb 2024
Closing DateCancelled
Tender Amount₹ 90,00,000
Costs
EMD
₹ 6,50,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEUFZ_901127_4Tender No
215(1)/1com.Su.a.cir./2023-24 Dated 27.01.2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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BOQ Items
Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam (G-3) specification including spreading in uniform thickness, hand packing rolling with 3-wheeled steel/vibratory roller 8-10 tonnes 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.
365
1470950
4030
Brick edging with class-150 bricks laid on edge on both sides of road in mud mortar includin cost of all material , labour T&P etc required for proper completion of work As per SOR No. 765.
1.3
106363
81818
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 kg/sqm using mechanical means as per technical means 502. Including cost of Emulsion
4875
165750
34
Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specicification Clause 503. Including cost of Bitumen
4875
68250
14
Providing and laying rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggreates using Bitumen VG-10 to required line, grade and level to serve as wearing course on a previously prepared base by manual means, including mixing in a suitale plant, laying and rolling with a 3 wheel 8 - 10 tonne static roller capacity, finished to required level and grades to be followed by seal coat as per technical clause 508. Including cost of Bitumen.
4875
911625
187
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 including Cost of Bitumen VG-10 using @0.65 Kg/Sqm and Road Roller Charges all complete.Including cost of Bitumen.
4875
331500
68
Earthwork in cutting or in embankment in ordinary soil excavation to be in the from of regular pits not exceeding 1/2 metre c 20'' in depth and earthwork in embankment to be in 20 cm(8) Layers including ramming and derssing the surface to required levels.
1140
100320
88
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the All kinds of soil. DAR No. 2.8.1
83.3
12911
155
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm (nominal size) DAR No. 4.1.10
5.06
29019
5735
Brick work with common burnt clay (non modular) bricks of class-150 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) DAR No. 6.1.1
14.4
90244
6267
Supply of 900 mm NP3 Hume Pipe and its coller including cartage etc. complete.
15
67650
4510
Layaing of 900mm dia NP3 Hume Pipe in proper posistion and joining them with coller and filling of jute and cement mortar in 1:2 cement and sand complete.
15
13905
927
Pointing on tile brick work with cement mortar 1:3 (1 cement : 3 fine sand): Flush/ Ruled/ Struck or weathered pointing DAR 13.32.1
39.96
5474
137
Making coping at the top end of parapet of culvert in 1:2:4 Cement and C. sand and stone grit as cost of cement concrete indoor sills shoukhat, boundary parts etc. as per S.L.No. 279(1b)
0.1
762
7628
Providing & Laying of Brick bats upto Half depth arround pipes as per Sl. No.-2 Material & S.L.- 255
0.72
1042
1448
Supply of 350 mm NP3 Hume Pipe and its coller including cartage etc. complete.
15
17400
1160
Layaing of 350mm dia NP3 Hume Pipe in proper posistion and joining them with coller and filling of jute and cement mortar in 1:2 cement and sand complete.
15
6375
425
Second Year Maintenance Cost
1
55360
0.01
Third Year Maintenance Cost
1
110721
0.02
Fourth Year Maintenance Cost
1
166081
0.02
Fifth Year Maintenance Cost
1
221442
0.03
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