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₹ 3,66,60,000
Costs
EMD
₹ 20,33,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEGKP_984316_2Tender 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 Foundation Trenches as per Drawing & Technical Specification Sr. No.15.03 & clause 304
123
1480
182040
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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 MORTH specification Sr. No. 12.04 & clause 2100 (Excluding G.S.T)
619
9160
5670040
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RCC Grade M30 using batching plant transit mixer & manual placing as per Drawing and Technical Specifications Sr. No. 15.11 & clause 1500, 1700 & 2100 (Excluding G.S.T)
953
10843
10333379
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RCC Grade M35 using batching plant transit mixer & manual placing as per Drawing and Technical Specifications. Sr. No. 15.11 & clause 1500, 1700 & 2100 (Excluding G.S.T)
28
10960
306880
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PCC Grade M20 using batching plant transit mixer & manual placing as per Drawing and Technical Specifications. Sr. No. 15.11 & clause 1500, 1700 & 2100 (Excluding G.S.T)
666
10420
6939720
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as
per Drawing and Technical Specifications. complete as per drawing and technical specifications Sr. No. 15.13, Clauses1600 (Excluding G.S.T)
95.3
83000
7909900
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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 face. Complete as per drawing and technical specifications Sr. No. 15.14, Clauses 2706 & 2200 (Excluding G.S.T)
30
100
3000
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical
Specification complete as per drawing and technical specifications Sr. No. 15.23, Clauses 710.1.4 of IRC: 78 & 2200 (Excluding G.S.T)
149
2425
361325
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. complete as per drawing and technical specifications Sr. No. 16.05, Clauses 2504 (Excluding G.S.T)
12
2700
32400
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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 Sr. No. 16.01, Clauses 2503 (Excluding G.S.T)
515
4640
2389600
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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.complete as per drawing and Technical specification Sr. No. 3.17, Clauses 305 (Excluding G.S.T)
1945
100
194500
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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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per drawing and Technical specification Sr. No. 4.01, Clauses 401 (Excluding G.S.T)
90
4650
418500
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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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. complete as per drawing and Technical specification Sr. No. 4.14, Clauses 406 (Excluding G.S.T)
77
4910
378070
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Providing and applying primer coat with 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. complete as per drawing and Technical specification Sr. No. 5.01, Clauses 502 (Excluding G.S.T)
350
38
13300
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Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. complete as per drawing and Technical specification Sr. No. 5.02, Clauses 503 (Excluding G.S.T)
350
10
3675
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Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour 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 Sr. No. 5.04 clause No. 505 complete in all respects. (Excluding G.S.T)
19.2
11425
219360
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Tack Coat over Bituminous surfaces Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. complete as per drawing and Technical specification Sr. No. 5.02, Clauses 503 (Excluding G.S.T)
350
10
3675
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Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour 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 Sr. No. clause No. 507 complete in all respects. (Excluding G.S.T)
10.5
13550
142275
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Construction of embankment with approved material deposited at site from roadway cutting & excavation from drain & foundation of other structures graded & compacted to meet requirement of table 300-2 complete as per Technical specification Sr. No. 3.19, Clauses 305 (Excluding G.S.T)
169
100
16900
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Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectrorising glass beeds @ 250gms per sqm. Area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finish surface to be level, uniform and free from streaks and holes. composition of thermoplastic meterial shall be as per table 800-3 of clause 803 of MORTH including cost of all meterial, labour, T&P etc. require for proper completion of work as direction by engineer-in-charge (As per SOR) (Excluding G.S.T)
11.6
615
7134
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Providing and laying of hot applied thermoplastic compound 5mm thick including reflectrorising glass beeds @ 500gms per sqm. Area, thickness of 5mm is exclusive of surface applied glass beads as per IRC:35. The finish surface to be level, uniform and free from streaks and holes. composition of thermoplastic material shall be as per table 800-3 of clause 803 of MORTH including cost of all material, labour, T&P etc. require for proper completion of work as direction by engineer-in-charge (Abadi portion, Culvert) (As per SOR) (Excluding G.S.T)
50.4
840
42336
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TRAFFIC SIGNS -HAZARD MARKER 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, fixed cover aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cement conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. (Excluding G.S.T)
4
3300
13200
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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 810 (Excluding G.S.T)
100
2910
291000
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Brick soling with straight over burnt bricks laid on edge & dry including preparation of sub- grade to prescribed camber & including supply of bricks filling joints with local earth, spreading blinding coat of 1 cm (3/8") depth of local earth of P.I. 5 to 7 or sand over the entire surface & including labour and T&P etc. Required for proper completion of the work. As per SOR Chapter 20 Sr. No. 762(b) (Excluding G.S.T)
325
400
130000
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Providing and laying of 1200 mm dia Hume Pipe. (Excluding G.S.T)
15
6100
91500
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