Public Works Department Tender
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Costs
EMD
₹ 9,20,900Document Cost
₹ 3,000Tender Fee
Refer Documents
Summary
Upgradaction Of Internal Road Chumathang
Description
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Contact
Tender Id
2024_PWD_12653_1Bid Award Id
ViewTender No
58 of R and B Nyoma 2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
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BOQ Items
Dumping stone including cost of stones.
in Horizontal on level
224
196968
879.32
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)
602
3868705
6426.42
Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and
string courses etc.
5600
4177600
746
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
1850
3371866
1822.63
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.
16.38.1 On W.B.M. @ 0.75 Kg/sqm
21710
2106738
97.04
2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone
chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52
kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and
11.2 mm size respectively including a tack coat with hot straight run
bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt
21710
7458036
343.53
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.
21710
2969060
136.76
Providing and laying 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 40/50 mm compacted thickness with bitumen of grade VG-30 @5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in drum Type Hot Mix
Plant of 60-90 TPH capacity
1036
14743275
14230.96
Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm 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 or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil:
2385
1525446
639.6
Carriage of matrial from different source to site of work by M.T Earth 05KM
2385
695156
291.47
Carriage of matrial from different source to site of work by M.T Cement 145KM
132.44
218829
1652.29
Carriage of matrial from different source to site of work by M.T Sand 10KM
282.94
89805
317.4
Carriage of matrial from different source to site of work by M.T Aggregate 15KM
535.78
206881
386.13
Providing and fixing of M.S pipe 450 mm dia including treanch cutting laying of pipe in proper manner refilling the excavated earth and disposal of surplus excavated earth as per the direction of site engineer and carriage all complete job.
10
479000
47900
Providing and fixing of M.S pipe 300 mm dia including treanch cutting laying of pipe in proper manner refilling the excavated earth and disposal of surplus excavated earth as per the direction of site engineer and carriage all complete job.
6
192000
32000
Providing and applying 2.5mm thick road marking strips (retro-reflective)
of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe,glass beads dispenser, propane tank heater and profile shoe heater, drivenby 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.
1740
1262196
725.4
Providing and fixing precast reinforced cement concrete 1:1.5:3 (1 cement: 1.5 coarse sand :3 graded stone agg. 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. all complete job.50x152.5x25 cm (After half Kilometr)
12
42000
3500
35x93.5x18 cm (After 200 Mtr)
25
50000
2000
Manufacturing supplying and fixing retro reflective sign boards made up
of 2mm thick aluminum 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 aluminum alloy rivets @ 20cm c/c to back support frame of M.S. angle iron of size 25x25x3mm along with theft resistant measures
mounted and fixed with 2 nos. M.S. angles of size 35x35x5mm to a
vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with
base plate of size 100x100x5mm at the bottom end and including making
holes in pipes, angle flats, providing and 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 M.S.-Tee support to
be painted in black and white colours). Backside of aluminum sheet to be
painted with two or more coats of epoxy paint over and including
appropriate priming coats including all leads and lifts etc. complete as per
drawing, specification and direction of Engineer-in-charge.
16.66.1 Mandatory/Regulatory sign boards of 900 mm diameter with
part as length of 3750 mm.
6
41728
6954.6
Providing Retro-reflective regulatory sign board of size 900mm diameter
made out of 2mm thick aluminum sheet, face to be fully covered with high
intensity encapsulated lens type retro-reflective sheeting as approved by
Engineer-in-charge. Letter, symbols, borders, etc. will be as per IRC:67
with required colour scheme on the boards and with the high intensity
grade A. the aluminum sheet to be riveted to M.S. frame of angle iron of
size 40x40x4mm. The boards will be fixed to 1 No. 50x50mm square post
made of M.S. angle 50x50x4mm, 4m long welded to the frame with
adequate anti-theft arrangement. Sheet work to be painted with two or
more coats of synthetic enamel paint over an under coat (primer) and back
side of aluminum sheet to be painted with two or more coats of epoxy
paint including appropriate priming coat complete in all respects as per
directions of Engineer-in-charge.
30
229066
7635.54
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