Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date29 Jan 2025
Closing Soon3 Feb 2025
Tender Amount₹ 1,23,61,116.12
Costs
EMD
₹ 8,50,000Document Cost
₹ 2,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEMRZ_999415_1Tender No
285/53M-MZP Circle/2024 Dated 18-01-2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
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BOQ Items
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Providing and laying filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2504.0.0. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete (behind abutment and wing wall) as per drawing and Technical Specification Clause. 710.1.4.of IRC:78 and 2504.2 of MORT&H SI. No-15.24
144
1800
259200
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. Clause. 2702 of MORT&H (SI. No-14.04)
35
13800
483000
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Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications clause 1500, 1700 & 2100 of MORT&H (SI.No. 9.06). [PCC Grade-M-20]
100
6750
675000
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Providing and laying filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2504.0.0. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete (behind abutment and wing wall) as per drawing and Technical Specification Clause. 710.1.4. of IRC:78 and 2504.2 of MORT&H SI. No-15.24
120
1800
216000
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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.. Clause. of 2504 of MORT&H Sl.No16.04]
360
1900
684000
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Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with-requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts Clause. 301 of MORT&H (Sl.No.3.06)
112
64
7168
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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone nominal size mechanically mixed, placed in foundation aggregate 40 mm and compacted by vibration including curing for 14 days. As per Technical specification clause. 2100 of MORT&H,SI. No.-9.03
23
5050
116150
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First class Brick work in 1.3 cement and sand Mortar in foundation and plinth including supply of all materials, labour T&P etc. required for proper completion of the work as per Si no.306 of S.O.R
45
5484
246780
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Pointing with cement mortar (1:3) on brick work in substructure as per Technical Specifications clause 130082200 of MORT&H SI.No 15.08
218
67
14606
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Construction of embankment in Approach Road with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 305 SL No 3.16 of MORT&H.
589.82
146
86113.72
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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 SL No 4.01 of MORT&H specification.
109
1900
207100
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Providing, laying, spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC cement and 3.5% Emulsion in uniform single layer on sub base/ subgrade and compacting with the road roller to achieve the desire density complete as per Clause -406 of MORT&H specification.
38
5950
226100
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.as per Clause-503 SL NO 5.02 of MORT&H specification.
700
13
9100
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Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading. premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 SL. No 5.04 complete in all respects.
17
9600
163200
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Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 SL. No 5.05 complete in all respects.
10
11100
111000
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Construction of pataries with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 305 SL No 3.16 of MORT&H.of MORT&H.
147
146
21462
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