Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date6 Jan 2025
Closing Soon14 Feb 2025
Tender Amount₹ 74,00,000
Costs
EMD
₹ 5,70,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEGKP_984312_5Tender No
200/76Yat-Deoria Circle/24 Date 04.12.2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Reinforced Cement Concrete (Grade M30) in Open Foundation complete as per Drawing and Technical Specifications.Reference to MORT&H Specification 1500, 1700 & 2100 Sr No.15.11
70
10660
-
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Reinforced Cement Concrete (Grade M30) for wall & slab etc. complete as per Drawing and Technical Specifications..Reference to MORT&H Specification 1500, 1700 & 2100 Sr No.15.12(Substructure/Super structure)
130
12120
-
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation/Wall/Slab complete as per Drawing and Technical Specifications. Reference to MORT&H Specification 1600 Sr No.15.13
17.5
80500
-
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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 Specifications. Reference to MORT&H Specification 2706 & 2200 Sr No.15.14
50
330
-
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Drainage Spouts complete as per drawing and Technical specification. Reference to MORT&H Specification 2705 Sr No.15.17
25
900
-
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Providing and laying Cement concrete wearing coat M-35 grade including reinforcement complete as per drawing and Technical Specifications Reference to MORT&H Specification 2702 Sr No.15.18
6.19
15300
-
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Reference to MORT&H Specification710.1.4.of IRC:78 & 2200 Sr No.13.9
60
5000
-
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Part B- Approach road Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 20cm. layers, including ramming and dessing the surface to required levels & slopes & also including 1.5m. lift & 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the engineer-in-charge.
700
95
-
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Construction of granular sub-base by providing coarse 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, complete as per clause 401.
68.85
4550
-
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Providing, laying, WBM Grade-2 with 45-63mm size Stone Ballast, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled smooth roller 8-10 tonnes 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 clause 405.2 (Including all taxes required & i/c hire charges of road roller)
28.13
4800
-
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Providing, laying, WBM Grade-3 with 22.4-53mm size Stone Ballast, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled static roller 8-10 tonnes 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. Grading 3 as per clause 405.3 (Including all taxes required & i/c hire charges of road roller)
28.13
4900
-
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Brick edging on both sides of the road of first class bricks 8 cm (3") wide and 12 cm. 4½"deep laid with mud mortar including labour and supply of. bricks finished to required template and proper alignment and also including dressing and ramming the cavated earth as directed by Engineer-in-Charge
0.05
64000
-
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Providing and applying primer coat with SS1 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.
375
38
-
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
375
13
-
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Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades.
375
201
-
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Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.
375
60
-
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Earth work in Patri or embankment in ordinary soil loam, clay or sand in patries on both side of road including ramming dressing required to proper completion of work including all labour T&P etc all complete. as per S.I. NO. 253
40.19
100
-
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Part C- Protection work Providing and laying boulders apron on river bed for protection against scour with stone boulders weight not less than 40 kg each complete as per drawing and Technical specification. Reference to MORT&H Specification 2503 Sr No.16.01
55
4200
-
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Reference to MORT&H Specification 2504 Sr No.16.05
19
2680
-
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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.Reference to MORT&H Specification 2504 Sr No.16.04
130
4200
-
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Part D- Diversion Supply and laying of 1000 mm NP-3 hume pipe. including cost of all materials, loading, unloading etc.
50
6200
-
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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.Reference to MORT&H Specification 305 Sr No.3.16(cortage Earth 1KM)
1100
180
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First class brick on edge floor laid dry joint sand filled including preparation of baseto proper slope and its ramming and including supply of all materials, labour and T&P etc. required for proper complition of the work.
280
450
-
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