Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date8 Jan 2025
Closing Soon17 Jan 2025
Tender Amount₹ 94,90,000
Costs
EMD
₹ 6,75,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEGKP_988140_10Tender No
8201(i)/135C-Gkp Circle/2024 Dated 07-12-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical Specification Clause 802, 803, 1202 & 1203
45
6400
288000
... More
RCC M30 Providing concrete for plain/reinfored in open foundation complete as per drawing and technical specification Cluase 802, 803, 1202 & 1203
440
9500
4180000
... More
Supplying, fitting and placing HYSD bar reinforment in foundation complete as per drawing and Technical Specification Clause 1002, 1010 and 1202
40
60000
2400000
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Providing & Laying RCC M35 as wearing course.
19
8500
161500
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Providing weep holes in brick masonary/Stone masonary, Plain/reinforce concrete abutment wing wall returen wall with 100mm dia Ac pipe extanding through the full width of the structure with slope of 1(V):20(H) toword drawing face complete as per drawing and technical specification Clause 614, 709, 1204.3.7
62
100
6200
... More
Back filling behind abutment wing wall and return wall complete as per drawing & technical Specification Clause 1204.3.8
51
4500
229500
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PART -B Approach Road
-
-
-
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Earth work in cutting or in embankment in ordinary soil excavation to be the from of regular pits not exceeding ½meter (20") in depth and earth work in jembankment to be in 20cm (80") layers, including mming and dressing the surface to required levels and slopes and including 1.5m (5") lift and 30m (100") lead. The earth form cutting to be used in making embankment or to be deposited as spoil banks within 30m (100") distance as directed by the E/I
1150
100
115000
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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 at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MORD Technical Speicification Clause 401
37
4200
155400
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Providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng 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 dencity grading -2 as per technical specification clause 405
21
5000
105000
... More
Providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng 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 dencity as per technical specification clause 405
21
5200
109200
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Providing and applying Primer coat with bitumen emulsion on prepared (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
280
30
8400
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Providing and applying tack coat with bitumen emulsion (VG-10)using emulsion pressure distributor at the rate of 0.35kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Speicification Clause 503
280
12
3360
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Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously Prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kN static roller capacity finished to required lavel and grades to be followed by seal coat as per Techincal Specification clause 508
280
215
60200
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Providing and applying seal coat type "C" comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kN Static roller and finishing to required level and grades as per Technical Specification Clause 510
280
75
21000
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PART - C Protection Work
-
-
-
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Providing and laying Boulder apron foir bed protection with stone boulder of minimum size and weight as per table 1300.1, no fragment weighting less than 25kg laid dry complete as per drawing and technical specification clause 1301
130
4000
520000
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Part-D Dismantling Work
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-
-
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Dismantling brick work or stone work in lime or cement mortar and including stacking of material as directed by the Engineer in charge within a distance of 60 m (200 ft.) SOR Sr.no 692
250
400
100000
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Dismantling reinforced cement concrete or reinforced brick work including stacking of material as directed by the Engineer in charge within a distance of 60 m(200 ft.) SOR Sr no 694
25
855
21375
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