Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date8 Jan 2025
Closing Date11 Feb 2025
Tender Amount₹ 66,30,000
Costs
EMD
₹ 5,32,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEGKP_988140_2Tender 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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Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.5 m. & lead upto 30 m. Including filling watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth removal & disposal of surplus earth as directed by engineer in charge upto a distance of 30m from the foundation trenches. (Excluding Royality). SOR SNO- 251
335
120
40200
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Providing & laying filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in cluase 2504.2 of MoRTH Specification to a thicness of not less then 600mm with smaller size.
55
5150
283250
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Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed and placed in foundation and compacted by vibration including curring for 14 daya
33
8700
287100
... More
RCC M 15 Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical Specification
60
10600
636000
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RCC M30 Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical Specification
37
10800
399600
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RCC M30 Providing concrete for plain/reinfored in Sub structure complete as per drawing and technical specification
168
11900
1999200
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RCC M35 Providing concrete for plain/reinforced concrete for wearing coat including HYSD bar complete as per drawing and technical Specification
7
10300
72100
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Supplying, fitting and placing HYSD bar reinforment in foundation complete as per drawing and Technical Specification Clause 1002, 1010 and 1202
26
55000
1430000
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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
60
164
9840
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Back filling behind abutment wing wall and return wall complete as per drawing & technical Specification
84
4500
378000
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PART -C Approach Road
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-
-
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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
832
100
83200
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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
21
4060
85260
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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
12
4700
56400
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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 to fill-up the interstices of coarse aggregate watering and compacting to the required dencity as per technical specification clause 405
12
4850
58200
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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
168
30
5040
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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
168
14
2352
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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
168
195
32760
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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
168
72
12096
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Construction of K.C drain including excavtion as per SI N0 251, Providing and laying LC 1:2:4 as per sI no 251 proving and laying LC 1:4:8 as per SI 279(a) Complete as Per direction of Engineer in charge
16
5550
88800
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Construction of Chute drain @30 m C/C including excavtion as per SI N0 251, Providing and laying LC 1:4:8 as per sI no 251 proving and laying LC 1:2:4 as per SI 279(a) Complete as Per direction of Engineer in charge
15
4000
60000
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Road Marking Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.
10
618
6180
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PART - D Protection Work
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-
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
105
120
12600
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Providing and laying Filter material(GSB) underneath pitching in slope as per drawing and technical specification Clause 1302
11
4300
47300
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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe embankment complete as per drawing and technical specification .
42
3800
159600
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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
96
3800
364800
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