Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date4 Feb 2025
Closing Date11 Feb 2025
Tender Amount₹ 54,83,000
Costs
EMD
₹ 4,74,000Document Cost
₹ 2,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEMRZ_1001595_1Tender No
352/53M-MZP Circle/2024-25 Date-22-01-2025Tender 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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Providing, laying, spreading and compacting stone aggregates of 22.4-53mm Sukrut Stone ballast size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, Type-B screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
266
2850
758100
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Providing and appying prime coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate 0.70 kg/Sqm using mechanical means as per Technical specification claue 502 .
3550
40
142000
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Providing and applying tack coat with bitumen on primed surface at the rate of 0.30 kg/Sqm using manual mens as per techanical specification clause 503.
3550
17
60350
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Providing Laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm & 11.2 mm aggregate either using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base. Including mixing in a suitable plant or mixol laying and rolling with a three wheels 80-100 KN static roller capacity, finished to required level and grade.
3550
178
631900
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Providing and laying of seal coat type "C" sealing the voids in a bitumens surface laid to the specified levels,using crushed stone chipping 6.7 mm size and penetration bitumen grade V.G.-10 as per techinical Specification Clause 510.
3550
60
213000
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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.
800
80
64000
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Excavation in foundation in soil mixed with moorum/kanker/B.C soil etc. requiring the use of special T&P such as pickaxe, subbals etc. including lift up to 1.50 M and lead up to 30 M complete as per direction of E/I. and as per S.I. No. 252
136
110
14960
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P.C.C with cement, coarse sand and 40 mm gauge stone ballast in the proportion of 1:3:6 respectively in foundation & plinth including cost of material, labour, T&P etc. required for proper completion of the work
22
5600
123200
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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.
180
4900
882000
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Supplying, laying, jointing and fixing of 900 mm dia NP3 class hume pipe with collar including its cost and carriage upto site etc complete as per direction of E/I.
15
4070
61050
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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)
4.82
7200
34704
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Supply fitting and placing MS bar reinforcement in supperstructure complete as per drawing and techanical specificatin Clauses 1002.
4.5
8200
36900
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Plain/Reinforced Cement Concrete in Sub Structure complete as per Drawing and Technical Specifications.PCC Grade M 20 (Nominal Mix 1:2:4)
1.7
6400
10880
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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.
7.21
190
1369.9
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Raised cement pointing with cement and fine sand mortar in the proportion of 1:3 respectively over stone masonary including all material, labour, T&P etc. required for proper completion of work.
112
80
8960
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