Public Works Department Tender
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Costs
EMD
₹ 6,57,000Document Cost
₹ 3,300Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWD_15536_1Tender No
E-Tender 58 of PW(RnB)Division Sankoo 2025-26 Dated 03-02-2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
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Documents
BOQ Items
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Hard rock (RB) @10%
451
760
342931.38
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Hard rock (BP) @10%
451
1065
480653.25
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Disposal of excavated earth by mechnical Transport for an avg lead of 2Km by Mt incld. Loading ,Unloading complete.
1802
296
533590.22
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Protection Work
-
-
-
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Raitaing Wall
-
-
-
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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 kinds of soil @70%
88.2
270
23863.39
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Soft Rock @20%
25.2
490
12368.66
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Hard rock (RB) @05%
6.3
918
5784.6
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Hard rock (BP) @05%
6.3
1183
7453.4
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Random Rubble masonry with and stone from qyarry in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement: 6 coarse sand: 12 graded stone aggregate 20mm nominal size) upto plinth level with cement mortar 1:6 (1 Cement: 6 coarse sand)
315
5575
1756169.1
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Dry random rubble masonry with hard stone in foundation and plinth using quarry stone with bound stone.
210
3952
829964.1
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Providing and laying damp proof coarse 50mm thick with cement concrete 1:2:4 (1 cement,2coarse ,4stone agg.) 20 mm nominal size
175
473
82778.5
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Carriage of Stone for an Avg lead of 5km by Mt
525
230
120870.75
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Carriage of Sand for an Avg lead of 10km by Mt
127.75
264
33747.72
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Carriage of Stone Agg for an Avg lead of 14km by Mt
15.75
308
4854.62
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Raising of Edge wall
-
-
-
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Random Rubble masonry with and stone from qyarry in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement: 6 coarse sand: 12 graded stone aggregate 20mm nominal size) upto plinth level with cement mortar 1:6 (1 Cement: 6 coarse sand)
44.46
5575
247870.72
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Dry random rubble masonry with hard stone in foundation and plinth using quarry stone with bound stone.
29.64
3952
117143.5
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Providing and laying in position specified grade of cement concrete including the cost of centering and , shuttering , All work up to plinth level 1:2:4 (1cement: 2 coarse sand :4 graded stone aggregate (20mm nominal size)
420
7758
3258418.8
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Carriage of Stone for an Avg lead of 5km by Mt
74.1
230
17060.04
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Carriage of Sand for an Avg lead of 10km by Mt
205.89
264
54389.96
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Carriage of Stone Agg for an Avg lead of 14km by Mt
373.84
308
115228.7
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Breast Wall
-
-
-
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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 kinds of soil @70%
66.15
270
17897.54
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Soft Rock @20%
18.9
490
9276.5
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Hard rock (RB) @05%
4.72
918
4333.86
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Hard rock (BP) @05%
4.72
1183
5584.14
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Random Rubble masonry with and stone from qyarry in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement: 6 coarse sand: 12 graded stone aggregate 20mm nominal size) upto plinth level with cement mortar 1:6 (1 Cement: 6 coarse sand)
324
5575
1806345.36
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Dry random rubble masonry with hard stone in foundation and plinth using quarry stone with bound stone.
216
3952
853677.36
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Providing and laying damp proof coarse 50mm thick with cement concrete 1:2:4 (1 cement,2coarse ,4stone agg.) 20 mm nominal size
225
473
106429.5
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Carriage of Stone for an Avg lead of 5km by Mt
540
230
124324.2
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Carriage of Sand for an Avg lead of 10km by Mt
128.2
264
33866.59
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Carriage of Stone Agg for an Avg lead of 14km by Mt
10.12
308
3119.29
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RCC Culvert 1.0 Mtr Span
-
-
-
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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 kinds of soil @70%
41.16
270
11136.25
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Soft Rock @20%
11.76
490
5772.04
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Hard rock (BP) @10%
5.88
1183
6956.51
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Dry stone pitching (any thickness) including cost of stones and carriage complete. On Horizontal
5.4
1490
8050.05
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Providing and laying in position specified grade of cement concrete excluding the cost of centering and , shuttering , All work up to plinth level 1:4:8 (1cement: 4 coarse sand : 8 graded stone aggregate (40mm nominal size)
3.64
5570
20275.64
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work upto plinth level 1:3:6( 1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size).
8.16
6243
50950.39
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Reinforced cement concrete work in beams, suspended floors, roofs having
slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window
sills, staircases and spiral stair cases above plinth level up to floor five level,
excluding the cost of centering, shuttering, finishing and reinforcement, with
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm
nominal size)
5.6
11238
62936.89
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete
840
106
89350.8
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Centering and shuttering including strutting, propping etc. and removal of form work for:
-
-
-
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Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc
149.8
618
92610.85
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Suspended floors, roofs, landings, balconies and access platforms.
17
718
12216.71
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Edges of slabs and breaks in floors and walls Under 20 cm wide
7.8
259
2022.23
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Carriage of Sand for an Avg lead of 10km by Mt
7.8
264
2060.53
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Carriage of Stone Agg for an Avg lead of 14km by Mt
15.6
308
4808.39
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20Mtr Span RCC causeway
-
-
-
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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 kinds of soil @70%
1.68
270
454.54
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Soft Rock @20%
0.48
490
235.59
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Hard rock (BP) @10%
0.17
1183
198.76
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Dry stone pitching (any thickness) including cost of stones and carriage complete. On Horizontal
14
1490
20870.5
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Providing and laying in position specified grade of cement concrete excluding the cost of centering and , shuttering , All work up to plinth level 1:4:8 (1cement: 4 coarse sand : 8 graded stone aggregate (40mm nominal size)
12.4
5570
69070.85
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work upto plinth level 1:3:6( 1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size).
24
6243
149854.08
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Reinforced cement concrete work in beams, suspended floors, roofs having
slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window
sills, staircases and spiral stair cases above plinth level up to floor five level,
excluding the cost of centering, shuttering, finishing and reinforcement, with
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm
nominal size)
18.6
11238
209040.38
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete
2790
106
296772.3
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Centering and shuttering including strutting, propping etc. and removal of form work for:
-
-
-
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Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc
88
618
54404.24
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Carriage of Sand for an Avg lead of 10km by Mt
16.1
264
4253.14
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Carriage of Stone Agg for an Avg lead of 14km by Mt
32.2
308
9925.01
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Concrete Side Darin
-
-
-
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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 kinds of soil @70%
98
270
26514.88
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Soft Rock @20%
28
490
13742.96
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Hard rock (BP) @10%
14
1183
16563.12
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Dry stone pitching (any thickness) including cost of stones and carriage complete. On Horizontal
28
1490
41741
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Providing and laying in position specified grade of cement concrete excluding the cost of centering and , shuttering , All work up to plinth level 1:2:4 (1cement: 4 coarse sand : 8 graded stone aggregate (20mm nominal size)
70
7777
544390.7
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Centering and shuttering including strutting, propping etc. and removal of form work for:
-
-
-
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Foundations, footings, bases of columns etc. for mass concrete.
560
297
166801.6
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Carriage of Sand for an Avg lead of 10km by Mt
31.52
264
8326.64
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Carriage of Stone Agg for an Avg lead of 14km by Mt
63
308
19418.49
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Pavement Work:-
-
-
-
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Preparation and consolidation of sub grade with power road roller of 8 to 12
tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to
camber and consolidating with road roller including making good the undulations
etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50
metres.
11387
151
1721258.92
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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-II (size range 53 mm to 0.075 mm ) having
CBR Value-26
3810.8
1498
5708959.48
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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 for all leads & lifts, laying in uniform
layers with mechanical paverfinisher in sub- base / base course on well prepared
surface and compacting with vibratory roller of 8 to 10 tonne capacity to
achievethe desired density, complete as per specifications and directions of
Engineer-in-Charge.
759.15
1775
1348007.47
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Providing and applying tack coat using bitumen emulsion conforming to IS:8887,
using emulsion pressure distributer including preparing the surface & cleaning
with mechanical broom. On W.B.M / W.M.M. @ 0.4kg/sqm
9489.4
50
482820.67
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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 equiped 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 specificatons and directions
of Engineer-in-Charge.
50 to 100 mm average compacted thickness with bitumen of grade VG-30 @
3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant
of 100-120 TPH capacity.
474
8457
4008845.52
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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 bituminous surface @ 0.50 Kg / sqm
9489.37
56
532923.02
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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
equiped 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.
9489.4
292
2771474.16
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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 roller all complete
9489.4
101
966590.28
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Providing and laying of M.S.Pipe 300mm dia 5.4mm thick with a weight of 42.42kg/Rm and a length of 6m long for cross drainage work incld. Constt. Of catch pits at the inlet and out let in M-15 grade concrete and providing and laying a bed of sand layer and providing earth cushion to the required grade and cross section.(As direct by Engineer -in-charge as per drawing and relevant /RC specifications code.
30
28857
865725
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Sinage
-
-
-
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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 ncapsulated 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 size 100x100x5 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.Mandatory/ Regulatory sign boards of 900 mm diametre with support length of
3750 mm
15
9081
136215.75
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Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm withsupport length of 3650 mm
6
5898
35393.16
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Klometer stone reinforcement cement concrete M15 grade kilometer stone standard design as per ISC :- fixing in position including painting extra as per drawing as protech specification clause 1703 @ ordinary kilometer stone (Pre Cast)
5
2272
11361.6
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Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint 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.
482
581
280258.9
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