Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date20 Nov 2024
Closing Date26 Nov 2024
Tender Amount₹ 31,42,000
Costs
EMD
₹ 3,14,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEJNS_974516_19Bid Award Id
ViewTender No
2019/T-1 Date 09.11.2024Tender 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 22.4-53 mm to water bound macadam-3 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. (A) By Manual Means
22
2650
58300
... More
Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical pecification Clause 503.
150
18
2700
... More
Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade bitumen 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 . Technical sepecification Claues 508
150
148
22200
... More
Providing and laying seal coat by manual means with VG-10 grade Bitumen 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
150
55
8250
... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 etc complete as per Technical Specification.
200
90
18000
... More
Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the Engineer-in-charge within a distance of 60metres. (S.I. No.692)
36.6
350
12810
... More
Dismantling reinforced cement concrete or reinforced brick work including stacking of dismantled materials as directed by the Engineer-in-charge within a distance iof 60metres. (S.I. No.694)
3.75
800
3000
... More
Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches.
264
120
31680
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Sand filling in plinth including supply of necessary quantity of sand approved quarry from the side of work & including watering ,dressing etc. Rate to include cost of all materials,labour and tools & plants,etc. required for proper completion of the work.(S.I. No.255)
44.42
1000
44420
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Cement concrete with 4cm (1/2") gauge approved stone ballast, approved coarse sand. cement in the proportion 1:4:8 including supply of all materials,labour and tools and plants etc. required for proper completion of the work (S.I. No.281)
30.6
4300
131580
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Class-150 brick work in 1:3 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. Required for proper completion of the work. S.I. No.-307
283.6
5450
1545620
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RCC work with cement approved coarse sand and 2cm. (3/4'') gauge approved stone ballast in the proportion 1:2:4 in lintels of doors and windows, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.I wire.and including necessary cantering and suttering etc and also including supply of all materials,labour and tools and plants etc. required for proper completion of the work. binding wire to be supplied by the contractor free of cost.but for slabs.
8.22
6700
55074
... More
Mild steel of iron in plain work such as reinforced concrete/ brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage and hooks and authorised over lapping shall be measured.
11.61
5600
65016
... More
Struck pointing with cement mortar consisting of 1 part cement and 2 parts of fine sand of 1.25 fineness modulus (SI.No.574)
158
120
18960
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Maintenance Charge including @ Earth work ,repair of CC surface, earthwork on patri , etc.as direction of E.I for the period of five years from the actual completion of work
Maintenance cost for 1st year (@ 0.0 % of PC work amount )
0.1
-
-
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Maintenance Charge including @ Earth work ,repair of CC surface, earthwork on patri , etc.as direction of E.I for the period of five years from the actual completion of work
Maintenance cost for Zero to 2nd year (@ 1.50 % of PC work amount )
0.1
359821
35982.15
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Maintenance Charge including @ Earth work ,repair of CC surface, earthwork on patri , etc.as direction of E.I for the period of five years from the actual completion of work
Maintenance cost for Zero to 3rd year (@ 3.00 % of PC work amount )
0.1
719643
71964.3
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Maintenance Charge including @ Earth work ,repair of CC surface, earthwork on patri , etc.as direction of E.I for the period of five years from the actual completion of work
Maintenance cost for 4th year (@ 4.50 % of PC work amount )
0.1
1079464
107946.45
... More
Maintenance Charge including @ Earth work ,repair of CC surface, earthwork on patri , etc.as direction of E.I for the period of five years from the actual completion of work
Maintenance cost for 5th year (@ 6.00 % of PC work amount )
0.1
1439286
143928.6
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