Public Works Department Tender
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Costs
EMD
₹ 7,20,000Document Cost
₹ 3,800Tender Fee
Refer Documents
Summary
Construction Of Approach Road From Bridge At Circular Road To Connect Degree College Road Under The Scheme Development Of Urban Roads In Kargil
Description
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Contact
Tender Id
2024_PWD_14769_2Tender No
E-Tender57ofRnBTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
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Documents
BOQ Items
Earth work in excavation by manual means (hydraulic excavator) in trenches (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.
-
-
-
In all kinds of Soil
573.34
393
225477.42
In Ordinary Rock
143.33
912
130814.42
Dry stone pitching include c/o stones
119.49
558
66725.61
Providing and laying in position specified grade of cement concrete in 1:2:4 nominal mix includ curing but exclud. c/:o centering & shuttering, in walls, spurs, with 40mm nallah Stone Agg include carraige of all invol. Materials
2037.49
6184
12601407.03
Reinforced cement concrete work in walls, upto floor five level including curing byt excluding the cost of centering, shuttering , finishing and reinforcement with 1:2:4 concrete mix
263.85
7342
1937250.02
Dumping / filling of earth mixed with graded stone boulders as availble from rough cutting incl compacting . Carraige by 10 km by MT
5353.54
558
2989523.81
wall any thickness
12535.6
470
5895116.61
Filling of availble earth including compacting ramming for all kinds of leads and lifts upto 500 mtr
879.69
148
130528.4
Preparation of subgrade by excavating earth to an avg of 22.5cm depth dressing to camber and consolidation with rod roller of 8-12 tonne cpacaity including making good the undulation etc and disposal of supply earth upto 50metres
4400
205
905300
Consolidation of subgrage with power road roller of 8 to 12 capacity include making good the undulations etc with earth or quarry spoils etc and rerolling the subgrade
4400
4
17864
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
302.5
1329
402231.23
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.
226.88
1281
290644.62
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: a). On W.B.M. @ 0.75 Kg/sqm
3025
81
247566
Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. On bituminous surface @ 0.25 Kg/sqm.
3025
11
35937
Providing and laying bituminous macadam using crushed stone aggregates of specified grading mixed with bituminous binder, transported to size by tippers, laid over a previously prepared surface with paver finisher and rolling with smooth wheeled , vibratory and tandem rollers as per specifications to achieve the desired compaction and density , complete as per specification and directions of Engineer in charge. 50 to 100mm avg. compacted thickness wiht bitumen VG-30 @ 3.5 % prepared in Batch type Hot Mix Plant of 100-120 TPH capacity
151.25
8850
1338700.14
Providing and laying semi-dense bituminous macadam using crushed stone aggregates of specified grading mixed with bituminous binder, transported to size by tippers, laid over a previously prepared surface with paver finisher and rolling with smooth wheeled , vibratory and tandem rollers as per specifications to achieve the desired compaction and density , complete as per specification and directions of Engineer in charge. 25mm avg. compacted thickness wiht bitumen VG-30 @ 5% and lime filler @ 2% (%age by weight of aggregate) prepared in Batch type Hot Mix Plant of 100-120 TPH capacity
3025
303
919539.5
Providing and laying seal coat of premixed fine agg (passing 2.36mm and retained on 180 micron sieve) with bitumen using 128kg of vitumen o fgrade 80/100 per cum of fine agg and 0.60 cum of fine agg per 100sqm of road surface include rolling and finishing with Road, carriage by tipper to site, for all leads & lifts, complete
3025
115
348903.5
Providing and applying 2.5 mm thick road marking strips (retro-reflectory) of specified shape/ color using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass bead dispenser driven by experienced operator on road surface includ c/o material labour T&P cleaning the road surface complete as per directions of engineer in charge and in accordance with applicable specifications.
110
799
87945
Providing and fixing of retro reflectoroid cautionary mandatory, informatory sign as per IRC 67 made of encapsulated lenses type reflective sheeting area not exceeding 0.9 sqm supported on mild steel angle iron post 75 x75x5 mm finishing properly designed foundation with 15M grade cement concrete
10
738
7380
Kilometre stone reinforced cement concrete M15 grade standard design as per ISC fixing in position including painting as per drawing as pto tech specification clause 1703
-
-
-
200 mtr stone pre cast
5
1878
9392.3
P/F of logo board
1
12300
12300
providing and fixing of road reflector light steel as provided by site engineer
-
-
-
solar rod strut
1200
574
688800
Manufucturing/ supply and fixing in position crash barrier (double Beam) including painting fixing in position with cement concrete 1:2:4 MIX with all fixtures complete
200
5330
1066000
Providing and laying at or near ground level factory made kerb stone of M15 grade cement in position to the required line level and curvature jointed with cement mortar 1:3 include making joints with or without grooves as per direction of engineer incharge (length of finished kerb edging shall be measured for payment). (precast c.c kerb stone shall be approved by site engineer)
99
6829
676091.79
Providing and laying in position cement concrete mix of 1:2:4 with 40mm size of stone aggregate include carraige of all involved materials for all kinds of leads and lifts
99
6747
667983.69
providing and fixing 60mm thick factory made c.c interlocking paver block of M-20 made by block making machine with strong vibratory compaction and of approved size and design / shape laid in req color and pattern over and including 50mm thick compacted bed of fine sand , filling the joints with coarse sand etc all complete as per the direction of engineer incharge
990
1804
1785960
Earthwork in excavation by mechanical means over areas/in Bulk (exceeding 30cm and upto 1.50mts in width as well as 10sqm on plan ) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be levelled and neatly dressed.
-
-
-
All kinds of H.soil 100%
108
195
21138.84
Dry stone pitching on Horizontal include c/o stone
4.8
558
2680.42
Providing and laying in position cement concrete of specified grade excluding cost of centring and shuttering work upto plinth level : 1:3:6(1 cement : 3 fine sand : 6 graded stone aggregate 20mm nominal size)(crushed),
9.6
5634
54092.26
Random rubble masonry with hard stone from nallah in foundation and plinth,
10.8
5273
56952.94
Reinforced cement concrete work M20 Grade in beams, suspended floors, upto floor five level excluding cost of centring, shuttering, finishing and reinforcement,,1:1.5:3 , 20mm nominal size of crushed stone Aggregate & exclud carraigeI include carragie for 30km by Mt
64.8
10279
666087.62
Reinforcement for RCC works including straightening, cutting, bending TMT bars & carriage complete.
8424
89
755464.32
Centering and shuttering including strutting, propping etc and removal of form worknfor:
-
-
-
Retaining wall, return wall,wall(any thickness) including attached pilasters, buttresses ,plinth and string courses fillets etc.
108
470
50833.44
Spended floor, roofs, landings, balconies and access platform.
32
520
16662.4
Edges of slab and breaks in floor and walls, above 20cm width.
12
198
2381.28
Dewatering, Nallah Diversion pumping out water caused by springs, tidal or river seepage, broken water mains or drains
2
12300
24600
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