Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date28 Nov 2024
Closing Date4 Dec 2024
Tender Amount₹ 24,50,000
Costs
EMD
₹ 2,45,000Document Cost
₹ 860Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMRZ_977529_2Bid Award Id
ViewTender No
2139/3A Date- 16-11-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://etender.up.nic.in
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BOQ Items
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C.R. with cement and coarse sand mortar in the proportion of 1:4 respectively in foundation & plinth including cost of all material, labour, T&P etc. required for proper completion of the work.
135
5200
702000
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Providing and laying reinforced Cement Concrete (M-25) in substructure as per drawing & technical specification clause 800 (Excuding cost of Reinforcement)
27
7500
202500
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Mild steel or Iron in plain work such as reinforcement concrete (when not include in over all rate) wrought to required for proper completion of work as per direction of E/I. & as per S.I. No. 504
27.5
9200
253000
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Raised cement pointing with cement and fine sand mortar in the proportion of 1:2 respectively over stone masonary including all material, labour, T&P etc. required for proper completion of work.
90
83
7470
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15 MM thick plaster with cement and fine sand mortar in the proportion of 1:4 respectively including all material, labour, T&P etc. complete as per direction of E/I.& as per S.I. No. 584
0.9
158
142.2
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C.C with cement, coarse sand and 20 mm gauge stone ballast in the proportion of 1:2:4 respectively including cost of material, labour, T&P etc. required for proper completion of the work & as per S.I. No. 279
25
7520
188000
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Earth work in embankment / in filling in soil mixed with kanker/moorum etc for diversion i/c lift up to 1.50 M and lead up to 30 M, all labour, T&P etc complete as per direction of E/I. and as per S.I. No. 253.
73
80
5840
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Providing weepholes in stone masonry, plain/reinforced concrete abutment, wing wall, ret.wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 as per S.I.No.574
50
100
5000
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Earth work in embankment in soil mixed with moorum/kankar etc. excavation to be in the form of regular pits not exceeding 1/2 meter(20'') in depth and earth work in embankment to be in 20cm. layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m. lift and 30 m. lead etc. complete as per direction by the E/I. As per SI. No.253.
1700
80
136000
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Construction of granular sub-base by providing ready mix material spreading in uniform layers with motor grader on prepared surface and compacted with 80-100 KN Smooth wheel static rollar to achieve the desired density at OMC complete as per Technical specification Clause 401.
58
2050
118900
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Providing, laying, spreading and compacting stone aggregates of 63 mm to 45 mm sizes to water bound macadam (WBM II) 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 crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
35
2300
80500
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Providing, laying, spreading and compacting stone aggregates of 53 mm to 22.4 mm sizes to water bound macadam (WBM III) 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.(WBM III).
33
2500
82500
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Providing and applying primer coat with Slow Setting bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.700 kg/sqm using mechanical means as per Technical Specification Clause 502
450
37
16650
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TACK COAT:Providing and laying tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.25 Kg/sqm on the prepare granular surface treated with primer & cleaned clause 503.
450
15
6975
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Providing laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregate either using penetration grade bitumen/CRMB or emulsion @1.46kg per sqm. To required line,grade and level to serve as wearing course on a previously prepared base,including mixing by mixol,laying and rolling with a three wheel 80-100 KN static roller capacity.as per technical specification clause 508.
450
144
64800
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Providing and laying seal coat ( Type C) sealing with Bitumen (VG-10) the voids in a bituminous surface laid to the specified levels, grade and cross fall using minumum 6.50 Kg per 10 Sq mt as per Technical Specification Clause 510
450
55
24750
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Earthwork on Patari ordinary soil excavation to be the form of regular pit not exceeding 1/2 meter in depth and e/w in embankment to be in 20cm layers,i/c ramming/rolling and dressing the surface to required levels and slopes and also including 1.5m lift and 30 m lead. the earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by the E/I.
90
80
7200
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