Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date4 Feb 2025
Closing Date11 Feb 2025
Tender Amount₹ 83,03,000
Costs
EMD
₹ 7,75,000Document Cost
₹ 2,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEMRZ_1001595_27Bid Award Id
ViewTender 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 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)
260
2730
709800
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Providing and applying primer coat with Slow Setting bitumen emulsion (SS-2) 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 (Including cost of Emulsion)
3468
40
138720
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Providing and applying tack coat with Bitumen VG-10 using emulsion distributor at the rate of 0.35 Kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.(Including cost of Bitumen)
3468
17
58956
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates (Dalla aggregate) using VG-10 grade bitumen @ 1.46 Kg / sqm 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 of either Type c as per Technical Specification Clause 508.(Including cost of Bitumen)
3468
173
599964
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Providing and laying seal coat Type C sealing the voids in a bituminous surface with crushed stone chipping of 6.7 mm size defined as 100 % passing through 9.5 mm sieve & 100 % retained on 2.36 mm sieve applied @ 0.09 cum / 10 sqm & Bitumen VG-10 @ 6.50 kg / 10 sqm on bituminous surface laid to the specified levels, grade and cross fall as per Technical Specification Clause 510 (Including cost of Bitumen)
3468
58
201144
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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.
850
80
68000
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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
300
110
33000
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ( PCC grade- M 10 ) (Nominal Mix 1:3:6)
185
5520
1021200
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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.
380
4810
1827800
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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)
1.2
7200
8640
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Providing and laying Cement Concrete (M-25) in Fundation and plinth as per labour technical specification MORD 800 1200 and machinary & material technical specification 800 (vi-i)
48
6820
327360
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Supply fitting and placing MS bar reinforcement in supperstructure complete as per drawing and techanical specificatin Clauses 1002.
1.2
8200
9840
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Supplying, laying, jointing and fixing of 600 mm dia NP3 class hume pipe with collar including its cost and carriage upto site etc complete as per direction of E/I.
7.5
1940
14550
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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.
60
4070
244200
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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.
210
80
16800
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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
0.3
6380
1914
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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.
6
195
1170
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Providing and laying boulder appron for bed protection with stone boulders of minimum size and weight as per table no.1300.1, no fragment weighting not less than 25kg ,laid dry complete as per drawing and techanical specification clause 1301.
70
1910
133700
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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.
280
80
22400
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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
48
100
4800
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