Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date15 Jan 2025
Closing Date21 Jan 2025
Tender Amount₹ 1,66,00,000
Costs
EMD
₹ 10,30,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEMRT_993578_4Bid Award Id
ViewTender No
58/94MS-S/2024 Date 04-01-2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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BOQ Items
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Supplying, fitting and placing HYSD bar reinforcement in Super-structure complete as per drawing and technical specifications
55
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Providing & fixing drainage Spouts complete as per drawing & MORT&H Specifications Clause 2705.
12
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Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight as per Technical Specifications No. 2605 (14.18)
16
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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
500
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification (MORTH 15.5 : 2504)
42
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Painting on divider 1 priming and two coats of enamel paint including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (S.I. No. 761-C and 761-D)
140
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Finishing wall with Water proof cement paint of approved make and quality on new work with two coat to give an even shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. (Weather coat S.I. No. 660 new item 1)
475
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Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M. distance as directed by the Engineer incharge. (3.0 Km cartage)
1270
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R.R. Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
575
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (M-20)
9
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Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M. distance as directed by the Engineer incharge with mechanically compected to achieve 95% proctors density including arrangement of water, settlement and all T&P including roller and its fuel etc. as directed by the Engineer incharge. (3 Km. cartage earth) with (S.I. No. 260)
1500
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Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
310
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
145
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Providing and applying primer coat with cutback MC 30 bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
590
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
590
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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 120 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades.
590
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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.
590
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Providing and laying pitching on slopes laid over prepaired filter media including boulder apron laid dry infront of toe of embankment complete as per drawing and Technical specification. (MORTH: 15.4: 2504)
84
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Supply and fixing of 1000mm dia NP-3 hume pipe
20
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