Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date8 Jun 2023
Closing Date7 Aug 2023
Tender Amount₹ 80,00,000
Costs
EMD
₹ 6,00,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEKNP_810533_1Bid Award Id
ViewTender No
2864C/131C-KV/2023-24 Dt. 24.05.2023Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Sand Filling in Foundation trenches as per drawing and technical specification clause 305.3.9
63
72450
1150
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 grade M 10 (i) Nominal mix 1:3:6
64
419200
6550
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Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603,604,1202 & 1204 Brick masonry in 1:3 cement mortar
350
2677500
7650
... More
Pointing with Cement Mortar (1:3) on brickwork as per technical specification Clause MORD 613.3
297
25245
85
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203VI. R.C.C grade M 25
194
1678100
8650
... More
Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and Technical Specification Clause 1002,1005,1010&1202
16500
1485000
90
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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 Specification Clauses 614,709,1204.3.7
120
21000
175
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Drainage Spouts complete as per drawing and Technical specification clause 1209
4
2720
680
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Providing and laying of Filter media with granular crushed aggregates as per specification 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. Clause 1204.3.8
50
162500
3250
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Providing and laying boulders apron for river bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing not less than 25 kg, laid dry complete as per drawing and technical specification clause 1301
160
408000
2550
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specification clause 1302 Stone boulder (25 kg minimum) & Stone Spalls of minimum 25 mm size
30
77400
2580
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Construction of embankment with approved material obtained from borrow pits with all lifts upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1 and 300.2 with lead up to 1000m as per technical specification clause 301.5
300
25500
85
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Laying brick soling layer on prepared sub grade with brick on end edging according to lines, graded and cross section shown on the drawing filling joints with sand and earth, spreading 25mm thick layer of earth over brick soling, watering and rolling the same with three wheeled road roller 80-100 KN as per Technical Specification clause412
75
41250
550
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Providing and laying reinforced cement concrete pipe NP3 1000 mm dia for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
45
251100
5580
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density as per MORD specification 401
46
128800
2800
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Providing, laying, spreading and compacting stone aggregates of specific sizes of 45-63 mm to water bound macadam Grading 2 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/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
15
50700
3380
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Providing, laying, spreading and compacting stone aggregates of specific sizes of 22.4-53 mm to water bound macadam Grading 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 as per Technical Specification Clause 405.
15
51450
3430
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 Mord
200
6400
32
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Providing and applying tack coat with bitumen (VG-10) using bitumen distributor at the rate of 0.30 to 0.40 kg per sqm on the prepared granuler surfaces treated primer and cleaned with Hydraulic broom as per Technical Specification Clause 503. MORD Bitumen VG-10
200
3200
16
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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 either using penetration grade bitumen or emulsion 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 following by Seal Coat of either Type C as per Technical Specification Clause 508. Case-1 By manual Means Bitumen VG-10
200
32400
162
... More
Providing and laying Seal Coat 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 By Manual Means BitumenVG-10
200
11400
57
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Edging with M-150 Class Bricks,laid lengthwise including excavation,refilling consolidation with a hand packing and spreading nearly surplus earth within a lead of 50 meter
0.04
3040
76000
... More
Construction of Subgrade and Earthen Shoulders 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 with lead upto 1000 m as per Technical Specification Clause 303.1..
41
3116
76
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