Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date6 Jan 2025
Closing Soon17 Jan 2025
Tender Amount₹ 51,80,000
Costs
EMD
₹ 4,59,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEGKP_984316_13Tender No
182/76Yat-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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Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km. from the site of work & including watering, dressing etc. rate includes cost of all material, labour and T&P etc required for proper completion of the work. (MORTH Specification 304 S.No. 12.3) (Excluding G.S.T)
79
1500
118500
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Providing concrete for plain/reinforced concrete 1:3:6 in open foundations complete as per drawings and technical specifications (MORTH Specification 2100 S.No. 12.4) (Excluding G.S.T)
16
9000
144000
... More
RCC Grade M30 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (MORTH Specification G Case-I S.No. 12.8) (Excluding G.S.T)
157
10500
1648500
... More
Supplying, fitting, and placing MS bar reinforcement in superstructure 6 complete as per drawing and technical specifications (MORTH Specification 1600 S.No. 12.4) (Excluding G.S.T)
15
84200
1263000
... More
Back Filling Behind Abutment, Wing Wall and Return Wall complete as per drawing and Specification. (MORTH Specification 710.1.4.of IRC 78 & 2200 S.No. 15.23) (Excluding G.S.T)
30
2650
79500
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RCC Grade M35 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (MORTH Specification H Case-I S.No. 12.8) (Excluding G.S.T)
9
10700
96300
... More
Providing and laying filter material underneath pitching in slopes complete 8 as per drawing and technical specification (MORTH Specification 2504 clause 1302) (Excluding G.S.T)
16
2750
44000
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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification (MORTH Specification 2503 S.No. 15.1) (Excluding G.S.T)
74
4720
349280
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Earth work in embankment with ordinary soil (loam, Clay, Sand) excavation should be in the form of regular pits not exceeding 50 Cm in depth and earthwork on embankment to be in 20 Cm thick layers including the ramming and dressing the surface to require levels and slopes and also including 1.5m lift and 30m lead. the earh in cutting to be used in making embankment oe to be disposits as spoil bank within 30m distance as directed by E/I. (SOR-253) (Excluding G.S.T)
1475
100
147500
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Laying brick soling 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 25 mm thick layer of earth over brick soling,watering and rolling.(SOR 762 (b)) (Excluding G.S.T)
180
400
72000
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Providing and laying of 1200 mm dia Hume Pipe. (Excluding G.S.T)
7.5
6100
45750
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Providing and laying grade -1 granular sub-base with 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 technical specification clause 401 S.I.No-4.1 (Excluding G.S.T)
35
4500
157500
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Providing and laying spreading and compacting stone aggregates of specific sizes 45-63 mm 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 density grading -2 as per technical specification clause 405 S.I.No-4.7 (Excluding G.S.T)
20
4800
96000
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Providing and laying spreading and compacting stone aggregates of specific sizes 22.4-53 mm 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 S.I.No-4.7 (Excluding G.S.T)
20
5200
104000
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Brick edging on both sides of the road of first class bricks 8 cm (3'') wide and 12 cm. ( 4.5") deep laid with mud mortar including labour & supply of bricks finish to the required template and in proper alignment and also including dressing ramming the excavated earth as directed by Engineer-in-charge.(SOR-765) (Excluding G.S.T)
0.05
64550
3227.5
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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 S.I. No 5.1 (Excluding G.S.T)
268.75
41
11018.75
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Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous granular surface cleaned with mechanical broom.As per technical specification clause 503 S.I. No 5.2 (Excluding G.S.T) (Excluding G.S.T)
268.75
15
4031.25
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Providing, laying and rolling of open-grade premix carpet of 20 mm thickness composed of 13.2mm & 11.2mm using VG-10 bituminous binder @ 1.46 kg/Sqm. H.P.C./I.O.C. make complying with IRC:SP 53 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 followed by seal coat of Type C including cost of all materials, labour, T&P etc. required for proper completion as per Technical Specification Clause 508 of MORD specification. (Excluding G.S.T)
268.75
215
57781.25
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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 (Excluding G.S.T)
268.75
75
20156.25
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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 (SOR. 253) (Excluding G.S.T)
46
100
4600
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