Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date4 Mar 2023
Closing Date20 Mar 2023
Tender Amount₹ 99,00,000
Costs
EMD
₹ 6,95,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEKNP_781701_1Bid Award Id
ViewTender No
953C/131C-KV/2023 Dt. 20.02.2023Tender 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
428800
6700
... More
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
2714250
7755
... More
Pointing with Cement Mortar (1:3) on brickwork as per technical specification Clause MORD 613.3
297
26730
90
... More
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
1703320
8780
... More
Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and Technical Specification Clause 1002,1005,1010&1202
16000
1440000
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
220
40700
185
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Drainage Spouts complete as per drawing and Technical specification clause 1209
4
3480
870
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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
168000
3360
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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
428800
2680
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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
80400
2680
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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
1900
161500
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
45
24750
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.
52.5
297150
5660
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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
104
301600
2900
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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.
152
523640
3445
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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.
152
532000
3500
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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
2035
65120
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
2035
31542
15.5
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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
2035
329670
162
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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
2035
115995
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
0.5
38000
76000
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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..
490
37240
76
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Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
22.5
1417
63
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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 grade M 10 (i) Nominal mix 1:3:6(For HP Culvert)
3
17400
5800
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Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 II. Brick masonry in 1:4 cement mortar(For HP Culvert)
20
126000
6300
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Providing and laying reinforced cement concrete pipe NP3 600 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.
7.5
18225
2430
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Pointing with Cement Mortar (1:3) on brickwork as per technical specification Clause MORD 613.3(For HP Culvert)
38.5
2887
75
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Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204(For HP Culvert)
1
185
185
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