Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date6 Jan 2025
Closing Date17 Jan 2025
Tender Amount₹ 3,98,20,000
Costs
EMD
₹ 21,91,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEGKP_984202_6Tender No
4080/76Yat-Deoria Circle/24 Date 03.12.2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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M30 Plain/Reinforced Cement Concrete in Sub structure Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 using batching plant transit mixer & manual placing (excluding G.S.T.)
110
11500
1265000
... More
M30 Plain/Reinforced Cement Concrete in Super structure complete as per Drawing and Technical Specifications. RCC Grade M30 using batching plant transit mixer & manual placing(excluding G.S.T.)
873
12000
10476000
... More
M35 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M35 using batching plant transit mixer & Concrete pump.(excluding G.S.T.)
15.81
12000
189720
... More
Providing and fabrication, transportation, storing, binding and fixing in position uncoated HYSD bar reinforcement in foundation all complete as per drawing and technical specification 1600, 2100. as per SI No 504.(excluding G.S.T.)
96
78500
7536000
... More
Flat stone 150mm thick embedded in 300mm thick PCC M-15 Grade.(excluding gst)
74
9500
703000
... More
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm Dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.(excluding gst)
117
117
13689
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification .(excluding G.S.T.)
150
5600
840000
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of Mort specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.(excluding G.S.T.)
48
5600
268800
... More
Laying 20mm thick Asphaltic plug expansion joint .(excluding G.S.T.)
17
1900
32300
... More
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.(excluding G.S.T.)
62
2800
173600
... More
Drainage Spouts complete as per drawing and Technical Specification(excluding G.S.T.)
10
5800
58000
... More
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. .(excluding G.S.T.)
3000
150
450000
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Providing, laying and spreading material on a prepared Sub grade adding cement @ 2% by weight to the spread material manually mixing in place Rotavator and compacting with the road roller at OMC to achieve the desired unconfined Compressive strength and to form a Layer of Sub Base.(excluding gst)
726
5700
4138200
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Providing, laying and spreading material on a prepared Sub Base, cement @ 4% by weight to the spread material manually mixing in place Rotavator and compacting with the road roller at OMC to achieve the desired unconfined Compressive strength and to form a Layer of Base.(excluding G.S.T.)
690
6000
4140000
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Providing and applying tack coat with Bitumen grade using bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & Cleaned with Hydraulic broom as per Technical Specification Clause 503(excluding G.S.T.)
6912
15
103680
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Providing, laying and rolling for open - graded premix surfacing of 20 mm thickness, composed of 13.2 mm gauge to 5.6 mm gauge aggregates 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 in mixol laying and rolling with a smooth wheeled roller 80-100 kN static rollar capacity, finished to required level and grades as per technical specification clause 508.. .(excluding G.S.T.)
6912
260
1797120
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Providing and laying seal coat by Manual means with 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.(excluding G.S.T.)
6912
88
608256
... More
Providing and laying stone boulder pitching on apron and toe laid over dry bed including boulder as per drawing and Technical specifications.(excluding G.S.T.)
207
4500
931500
... More
Plain cement concrete 1:4:8 Nominal mix in foundion with crushed aggregate 40 mm nominal size in foundaction as per SI No.279(excluding G.S.T.)
4
6400
25600
... More
Providing and laying 40 mm gauge dry brick ballast in side of hume pipe .(excluding G.S.T.)
4
1350
5400
... More
First class Brick masonry work with class 150 in 1:4 in Cement and Core sand in foundation and plinth as per SI no.-305.(excluding G.S.T.)
18
4550
81900
... More
Struck pointing with cement mortor consisting one part of cement 2 part of fine sand of 1.25 fine FM on brick work as per SI no. 574(excluding G.S.T.)
44
175
7700
... More
Supply of 900 NP-3 hume pipes(excluding G.S.T.)
15
3395
50925
... More
Earth work in cutting in embankment in ordinary soil (Loam,Clay or sand) excavation to be in the form of pit not exceeding 50 cm in depth and earth work in embankment to be in 20 cm layers, including the ramming & dressing the surface to required levels and slops and also including 1.50 meter lift and 30meter lead. the earth from cutting to be used in making embankment or to be deposited as spoil bank within 30m distance as direction by the Engineer incharge. SI No 253 including royality charges.(excluding G.S.T.)
5000
100
500000
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