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₹ 78,25,141.8
Costs
EMD
₹ 5,92,000Document Cost
₹ 3,750Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEJNS_995580_1Bid Award Id
ViewTender No
126/ 44 C- Jhansi Circle/2024 Date 07.01.2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Sand filling in foundation of 1.25 FM including supply of material, labour T&P etc. complete.
22
2315
50930
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Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause
213
2730
581490
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M15 using batching plant transit mixer & manual Placing.
151
5520
833520
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M20 using batching plant transit mixer & manual Placing.
43
6790
291970
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M25 using batching plant transit mixer & manual Placing.
283
6920
1958360
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Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
8.19
4300
35217
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M30 using batching plant transit mixer & manual Placing.
26
7350
191100
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
337
8550
2881350
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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 foce. Complete as per drawing and Technical Specifications.JHS SOR Ch.01 Sr.No. (xxxii)
53
220
11660
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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.
81
2820
228420
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Providing and laying boulder apron on river bed/Canal bed for protection against Scour with stone boulder weighing not less than 40 kg each complete as per drawing and technical specification.
51
2550
130050
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
1136
123
139728
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Construction of Subgrade and earthen shoulders with Material Deposited from Roadway Cutting with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. S. No. 3.06 + 3.19 (Patri)
11
124
1372.8
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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 carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
13
3015
39195
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Providing and applying primer coat with SS-1 Bitumen emulsion 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 Morth specification 502 Sr. 5.01 (A)
130
41
5330
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Providing and applying tack coat with VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with Air Compressor.as per Morth specification 503 Sr. 5.02 (i)
130
14
1820
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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 @ 4.5 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 complete in all respects.As per Morth Specification 505 sr. No. 5.04 (B)
6.5
10163
66059.5
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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 complete in all respects
3.9
11500
44850
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Supply and laying of 1000 mm dia NP-4 hume pipe cost of all material, loading, unloading, stacking, cartage etc. for completion of work.
12.5
8419
105237.5
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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 2mm thick aluminium sheeting, 3mm/4mm thick Aluminum composite material sheet depending on the size of the sign fixed over back support frame of min 25x25x3mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thicknness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.
2
3770
7540
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Road Delinator Supply & Fixing of M S Delinator Made Of Mild Steel With Pure Polyster Powder Coating With The Minimum Thickness Of powder Coating Not Less Then 40 Micron for protection against corrosion the surface should be conceled so that their should not be any exposed surface without powder coating. As per Lucknow SOR SI No 1 Morth-805(8.15)
8
828
6624
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