Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date6 Feb 2025
Closing Date12 Feb 2025
Tender Amount₹ 76,00,000
Costs
EMD
₹ 5,80,000Document Cost
₹ 2,354Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEAGR_1002717_5Bid Award Id
ViewTender No
6690/14M-AC/2024-25 dated 27-12-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Reinforced Cement Concrete (M-30) in Open Foundation complete as per Drawing and Technical Specifications. As per MORT&H Specification no. 12.8G Case II.
132
8150
1075800
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications As per MORT&H Specification no. 14.2
30
89500
2685000
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Plain/Reinforced cement concrete (RCC M-30) in sub-structure complete as per drawing and Technical Specifications. As per MORT&H Specification no. 13.05
105
8600
903000
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Furnishing and Placing Reinforced/ Prestressed cement concrete (RCC M-30) in super-structure as per drawing and Technical Specification. As per MORT&H Specification no. 14.1C
95
9350
888250
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications, all complete as per clause 2702 As per MORT&H Specification no. 14.4
8.5
14400
122400
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. As per MORT&H Specification no. 13.8
72
488
35136
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification no. 13.9
88
2125
187000
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Drainage Spouts complete as per drawing and Technical specification As per MORT&H Specification no. 14.9
16
5030
80480
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Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge In cement mortar Ch-17 SI No-5
47
650
30550
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Dewaterng of water trenches during excavation, concreting, masonary works upto sub soil/ water level including hire charges of 5 H.P.
80
150
12000
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Boring with 100 dia casing pipe including lowering & extraction, assembling, loading, unloading & cartage etc (hire charges only).
2
10000
20000
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger 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 as per drawing and Technical Specification. As per MORT&H Specification no. 13.10
24
3000
72000
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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 No- 15.1
49
2600
127400
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Construction of Embankment/Patri with approved material obtained from Borrow-pits within and all leads & lifts, transporting to site, spreading, grading to required slope and compacting to meet requirements etc complete as directed by Engineer Incharge including all machinery charges & including all labour, T&P etc required for proper completion of the work. . (Cartage Earth MoRT&H3.16)
950
125
118750
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Providing, laying spreading & compacting of granular sub-base by providing Course graded (Gr-1) materials, spreading in uniform layers with Motor Grader on prepared surface, mixing by mix in placed method with Rotovator at OMC and compacting with in layers with smooth wheeled Vibratory Roller to achieve the desired density, complete as per MORD clause 401.1 & as directed by Engineer Incharge including all machinery charges & including all labour, T&P etc required for proper completion of the work.
45
2850
128250
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Supply and Laying of 1000mm dia NP-3 Pipe etc. complete.
25
7310
182750
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Empty Cement Bags of good condition (Plastic) filled with Carted Earth including filling, stiching and stacking at side of filling.
1000
34
34000
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carries of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Engineer-in-Charges.
25
2950
73750
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Providing & applying Tack Coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 Kg./Sqm. on the prepared primed granular/old painted surface, cleaned with air compressor, including all Taxes, Material, Labour, T&P etc required for proper completion of the work.
560
14
8120
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Providing and laying Dense Graded Bituminous Macadam (DBM) Grading-II with 100-120 TPH HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder VG-30 as per approved job mix formula which ever is higherby 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 5th revision clause No. 505 complete in all respects including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Enginee-in-Charges.
14
10150
142100
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Providing and laying bituminous concrete (Grading-II) with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 as per approved job mix formula which ever is higher 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 5th revision clause No. 509 complete in all respects including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Enginee-in-Charges.
8.4
11500
96600
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Note - 1- Rates are inclusive of all taxes but excluding GST which shall be paid extra as applicable 2- Labour cess @ 1% will be deducted from contractor's bill at the time of payment
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