Public Works Department Tender
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Costs
EMD
₹ 6,24,000Document Cost
₹ 3,100Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWD_15449_2Tender No
E-Tender 111 of RnBTender 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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Hard rock (Blasting Prohibited) 20%
2126.52
1065
2266615.14
... More
Filling available excavated earth (excluding rock) in trenches plinth, sides of foundation etc in layer not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, lead upto 50cm and lead up to 50 m and lift upto 1.5 mtr.
2550
214
546873
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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)
1650
1802
2973630
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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
590.63
1775
1048893.91
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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.
7875
76
599917.5
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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.With rapid setting bitumen emulsion On W.B.M. /W.M.M. @ 0.4 Kg/sqm.
13781.25
50
701327.81
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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.
50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
689.06
8458
5828420.9
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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 VG- 30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
13781.25
292
4025503.13
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Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplasticpaint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications
1102.5
581
641125.8
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Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm
thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject
matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001,
pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same
with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size100x100x5 mm at the bottom end and including making holes in pipes, angles
flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy.
-
-
-
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Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm
9
9082
81739.35
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Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm withsupport length of 3650 mm
9
5899
53096.22
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Providing and fixing precast reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) kilometre stone as per standard design, including finishing smooth in 1:3 cement mortar (1 cement :
3 fine sand) but excluding the cost of earth work, concrete in foundation,
painting and lettering etc. which shall be paid for separately. 35x111x25 cm size
6
2880
17283.48
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SIDE DRAIN
-
-
-
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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:
263.2
270
71219.29
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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)
102
6244
636957.36
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Filling available excavated earth (excluding rock) in trenches plinth, sides of foundation etc in layer not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, lead upto 50cm and lead up to 50 m and lift upto 1.5 mtr.
96
214
20588.16
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FORM WORK: Centering and shuttering including strutting, propping etc. and removal of formwork from the site, for all works from foundations, to roof level. (code 5.9)
480
297
142987.2
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BREAST WALLS
-
-
-
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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:
44
270
11905.96
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Random Rubble masonry with hard stone in foundation and plinth excluding leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand). (Quarry stone). exncluding cost of stone (LABOUR RATE)
240
3545
850884
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Random rubble masonry with hard stone laid dry in foundation, plinth &
walls Laid with bond stone (LABOUR RATE)
160
1922
307553.6
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Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal
size).
200
473
94616
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RETAINING WALL
-
-
-
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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 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
-
-
-
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ALL KINDS OF SOIL
78
202
15818.4
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MUDMAT: Cast-in-situ of concrete work of nominal mix concrete M7.5 grade (1:4:8) nominal maximum size of stone aggregate 40mm volumetric batching in foundation trenches and ground floor, including curing but excluding formwork costs. (code 4.4.7)
51
5570
284116.41
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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)
891
6244
5564009.88
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Filling available excavated earth (excluding rock) in trenches plinth, sides of foundation etc in layer not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, lead upto 50cm and lead up to 50 m and lift upto 1.5 mtr.
792.9
214
170045.33
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FORM WORK: Centering and shuttering including strutting, propping etc. and removal of formwork from the site, for all works from foundations, to roof level. (code 5.9)
891
297
265419.99
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PROVIDNG / LAYING MS PIPE
-
-
-
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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:
55.5
270
15017.75
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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)
11.55
6244
72126.05
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Filling available excavated earth (excluding rock) in trenches plinth, sides of foundation etc in layer not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, lead upto 50cm and lead up to 50 m and lift upto 1.5 mtr.
25.5
214
5468.73
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Providing and laying of M.S pipe 300mm dia for crossing at required spot including digging trench, re-filling at top and making the road trafficable including cement concrete inlet and chamber 1:3:6 (1 cement: 3 coarse sand: 6 graded crushed stone agg. 20mm nominal size) including all carriage from available by Engineer-in-charge.
15
24738
371070
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1.2Mtr RCC Culvert at Various Spots
-
-
-
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Earth work in excavation by mechanical means (Hydraulic excavator) in
foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.
-
-
-
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All kind of soil 85%
171.85
270
46500.89
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Oridinary rock 15%
30.3
490
14873.66
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
18.6
5570
103618.93
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) derived from natural sources : 3 graded stone aggregate 20 mm
nominal size derived from natural sources)
85.25
8804
750613.46
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Providing and laying in position specified grade of reinforced cement concrete,
excluding the cost of centering, shuttering, finishing and reinforcement - All work
up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
0.8
9299
7439.65
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Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral
stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
14.4
11240
161857.3
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STEEL REINFORCEMENT: Steel reinforcement for R.C.C. works including straightening, cutting, bending, placing in position and binding - all complete from foundation to roof level of Thermo-Mechanically Treated bars of grade Fe-500D or higher. (code 5.22.6)
2492.8
106
265184.06
... More
Centering and shuttering including strutting, propping etc. and removal of form for:
-
-
-
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Foundations, footings, bases of columns etc. for mass concrete.
261.65
297
77942.92
... More
Suspended floors, roofs, landings, balconies and access platforms.
39.05
718
28066.02
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