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₹ 19,94,000
Costs
EMD
₹ 1,99,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEJNS_974511_2Bid Award Id
ViewTender No
1810/T-1 Date 10.10.2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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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
5
5450
27250
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (RCC Grade M25)
67.88
7695
522298.13
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
68.44
8300
568043.7
... 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)
26
120
3120
... More
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
136
41
5576
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Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
10
2839
28390
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
4.68
3294
15415.92
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return 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
10
83
830
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
651.8
100
65180
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Construction of granular sub-base by providing well graded material spreading in uniform layers with mortor grader on prepared surface. Mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the density, complete as per Technical Specification Clause 401.
70.13
2520
176715
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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry
7.5
11200
84000
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Water Bound Macadam II
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 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.
5.6
3020
16912
... More
Water Bound Macadam III
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 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.
5.6
3050
17080
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Providing and applying primer coat with SS grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means.
75
38
2850
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Providing and applying tack coat with bitumen emulsion using VG 10 On pressure distributor at the rate of 0.35 kg per sum on the prepared bituminous surface cleaned with mechanical broom. As per MORT&H Clause 503
75
14
1050
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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder
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
75
135
10125
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Providing and laying seal coat by machenical 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
75
46
3450
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Brick edging on both sides of road with M-150 class bricks on edge 3" wide and 4-1/2" deep laid with mud mortar, finished to the required temples in proper alignment & also dressing ramming the excavated earth and directed by Engineer-in-Charge
0.02
84000
1680
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. (Patri)
9
105
945
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
25.2
2500
63000
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
Stone/Boulder
71.4
2200
157080
... 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 1st year (@ 0.0 % of CC work amount )
0.02
-
-
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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 (@ 0.25 % of CC work amount )
0.02
234172
4683.45
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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 (@ 0.5 % of CC work amount )
0.02
468345
9366.9
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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 (@ 0.75 % of CC work amount )
0.02
702517
14050.36
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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 5th year (@ 1.0 % of CC work amount )
0.02
936690
18733.81
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