Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date21 Jan 2025
Closing Date28 Jan 2025
Tender Amount₹ 1,67,04,202
Costs
EMD
₹ 12,50,000Document Cost
₹ 2,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEMRZ_995648_3Bid Award Id
ViewTender No
79/53M-MZP Circle/2024 Dated 04-01-2025Tender 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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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. [As per Technical specification clause.2100 of MORT&H, SI. No. 9.03
75
5000
375000
... More
Plane cement concrete in sub-structure complete as per drawing and Technical Specifications. clause. 1500,1700 &2200 of MORT&H (SI. No.13.05). [PCC Grade M-15]
280
6500
1820000
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Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications clause. 1500, 1700 & 2200 (SI.No. 13.05) [RCC Grade-M-25.]
240
8200
1968000
... More
Providing and laying of cut stone on Apron with 25x15x10 cm average size dressed cut stone (imbedded in CC Apron concrete) as per SOR [SI No NS-1]
370
380
140600
... More
Furnishing and Placing Reinforced cement concrete in super-structure as per drawing and Technical Specification clause 1500 &1600 1700 of MORT&H sl. No. 14.01 [RCC Grade M-25]
490
8200
4018000
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications clause. As Per SOR No. 504
480
8250
3960000
... More
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 force. Complete as per drawing and Technical specification. clause 270682200 of MORT&H
30
225
6750
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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
102
1800
183600
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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
25
11900
297500
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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]
50
7200
360000
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Part-B Protection Work- 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
70
1800
126000
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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
248
1800
446400
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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
330
140
46200
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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
10
5000
50000
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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
10
7000
70000
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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
408
72
29376
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Part-C Approach Road- Construction of embankment 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 MORT&H.
2950
170
501500
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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.
42
2100
88200
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Providing, laying, spreading and compacting stone aggregates G-2 of specific sizes to water bound macadam specification including 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.
24
2300
55200
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Providing, laying, spreading and compacting stone aggregates G-3 of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
24
2500
60000
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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 of MORT&H specification.
350
17
5950
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Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical
350
36
12600
... More
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 as per Technical Specification Clause 508.
350
148
51800
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510
350
54
18900
... More
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.
75
170
12750
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Part-D Diversion- Construction of embankment 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.
820
170
139400
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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.
27
2100
56700
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Providing and Laying of 1000 mm dia. humepipe NP-3 of 2.50 m length including cost of all material, labour T&P etc complete.
6
9300
55800
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Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811
100
3980
398000
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Construction of KC Drain/ Suite Drain 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)
203.4
140
28476
... More
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. [As per Technical specification clause.2100 of MORT&H, SI. No. 9.03
45.2
5000
226000
... More
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
80.5
7000
563500
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