Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date25 Oct 2023
Closing Date6 Nov 2023
Tender Amount₹ 3,57,63,000
Costs
EMD
₹ 7,15,260Document Cost
₹ 5,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_PWDJK_234670_1Bid Award Id
ViewTender No
NIT No 75/2023-24/EE/RnB/Grz/6380-87 Dt 21-10-2023Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil:
3265
1525734
467.3
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Providing & laying of GSB filling
Supply, stacking and laying of Naturally occurring gravel close graded maximum aggregate size range 75mm granular sub base course nallah including sorting, spreading to template, watering and consolidation to required gradient and camber with 80-100KN road roller all inclusive leads, lifts, loading, unloading carriage of materials from nearest source to site of work complete. Finished work to be measured.
1642.5
1971000
1200
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Providing /Laying of WBM Grade-II Supplying and stacking of graded stone aggregate (excluding carriages ) 63 mm to 45 mm
821.25
988908
1204.15
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Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
821.25
630843
768.15
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Supplying and stacking of stone screening chipping at site (excluding carriages ) 13.2 mm nominal size (Type A)
147.82
177997
1204.15
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Supplying and stacking of stone dust at site (excluding carriages )
65.7
43950
668.95
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Carriage of materials by average distance including L/U and stacking Stone Aggregate 40 mm by average lead of 40 km
821.25
563081
685.64
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Stone screening from source to site for an average lead of 40 km
147.82
60517
409.4
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Moorum/Stone dust from source to site for nd average lead of 40 Km
65.7
26897
409.4
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Providing and laying of wet mix macdam
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge
821.25
1548836
1885.95
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Providing and laying of 50mm thick Bituminous macdam including tack coat
Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications, on W.B.M. @ 0.75 Kg/sqm
10950
814132
74.35
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Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. A 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.3% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 100-120 TPH capacity. Incl. all carriage complete. job
547.5
4703545
8590.95
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Providing and laying of 25mm thick semi- dense with 6mm thick seal coat
Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 100-120 TPH capacity. Incl. all carriage complete job.
10950
3208350
293
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Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. Incl. all carriage complete job.
10950
1110330
101.4
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Construction of R/Wall Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :
191.1
49084
256.85
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Providing Laying dry stone soling hand packed incl carriage complete job
29.4
23520
800
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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
29.4
152965
5202.9
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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
378
2144545
5673.4
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Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc.
1120
704424
628.95
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Supply stacking filling of nallah muck /stones behind R/wall as back filling (filter media) including ramming cost of all material & carriage
254.8
216580
850
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Providing and fixing pipes 4" dia in R-wall so as to act as weep holes
84
25200
300
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Carriage of materials by average distance including L/U and stacking Stone Aggregate 40 mm by average lead of 20 km
358.15
146626
409.4
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Sand from source to site of work for an average of 20 km
179.06
73307
409.4
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Construction of CC Drain
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :
125
32106
256.85
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Providing Laying dry stone soling hand packed incl carriage complete job
37.5
37500
1000
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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
25
130072
5202.9
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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
63.75
365517
5733.6
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12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand)
425
113135
266.2
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Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
250
71587
286.35
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Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone 50 mm thick with 20mm nominal size stone aggregate.
.
62.5
35134
562.15
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Carriage of materials by average distance including L/U and stacking Stone Aggregate 20 mm by average lead of 20 km
87.17
35734
409.94
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Sand from source to site of work for an average of 20 km
48.7
19964
409.94
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Construction of Crate wall Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :
36
9246
256.85
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Constructing vertical bunds with sloping faces, by boulder filling (dry, hand packed tightly); including cost of stones but excluding cost of wirecrates
72
196754
2732.7
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Cost of BA wire 4"x4" mesh crate excluding cost of stone including carriage complete job
2560
102400
40
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Supplying filling back filling of nallah stones including all carriages complete job
109.5
109500
1000
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Providing and laying RCC Span pipes
Providing and laying RCC pipes of different dia in proper position including execavation of tranch ramming of bottom, dressing of sides providing required cusion over the pipes including loading unloading and carriages upto site of work complete
48.73
146190
3000
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Maintenance Cost for 5 Years
-
-
-
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1st Year @ 10%
1
325100
325100
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2nd Year' @ 15%
1
487650
487650
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3rd Year @ 20%
1
650200
650200
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4th Year @ 25%
1
812750
812750
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5th Year @ 30%
1
975300
975300
Evaluation Notes How It Works ?
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