ROAD WORK



BASIC RATES (SH: 16.0 ROAD WORK)
Code No: Description Unit Rate
0001 Hire charges of Coaltar Boiler 900 to 1400 litres day 800.00
0002 Hire charges of Concrete Mixer 0.25 to 0.40 cum with Hopper day 800.00
0003 Hire charges of Diesel Road Roller - 8 to 10 tonne day 3000.00
0004 Production cost of concrete by batch mix plant cum 350.00
0007 Hire charges of Coaltar Sprayer day 300.00
0008 Hire charges of Barber green, drying, mixing and Asphalt Plant, with accessories, capacity 30/45 tonne day 7700.00
0009 Pumping charges of concrete including Hire charges of pump, piping work & accessories etc. cum 210.00
0012 Vibrator (Needle type 40 mm) day 370.00
0013 Machine for rubbing of floors day 300.00
0014 Front end loader capacity 1.00 cum day 6000.00
0016 Mastic Cooker day 750.00
0017 Hire and running charges of tipper day 1700.00
0018 Hire and running charges of loader day 5000.00
0021 Pin vibrator day 325.00
0022 Surface Vibrator day 400.00
0023 Hot Bitumen Mixer 0.5 cum i/c hand cart day 3500.00
0029 Carriage of concrete by transit mixer km/cum 30.00
0030 Generator 250 KVA day 2500.00
0033 Paint applicator day 750.00
0038 Tractor with ripper attachment day 1200.00
0041 Joint cutting machine with 2-3 blades day 800.00
0042 C.C .batch mix plant day 10000.00
0043 Road sweeper day 550.00
0045 Slip form paver with sensor day 13000.00
0046 Water tanker 5000 litre day 1200.00
0047 Concrete joint cutting machine day 900.00
0048 Texturing machine day 925.00
0049 Dozer D-80-A 12 hour 1500.00
0050 Motor Grader 3.35 metre blade hour 2450.00
0051 Hydraulic Excavator of 1 cum bucket hour 1000.00
0052 Front end loader 1 cum bucket capacity hour 900.00
0053 Tipper-5 Cum tonne/km 3.00
0054 Vibratory roller 8 to 10 tonne hour 600.00
0055 Smooth Wheeled Roller 8 to 10 tonne hour 300.00
0056 Tandem Road Roller hour 1200.00
0057 Water Tanker 5 to 6 KL capacity hour 150.00
0058 Air compressor hour 200.00
0059 Wet Mix Plant 60 TPH hour 800.00
0060 Mechanical Broom Hydraulic hour 360.00
0061 Emulsion Pressure Distributor of capacity  1750 sqm per hour hour 800.00
0062 Hot mix Plant -120 TPH capacity hour 15000.00
0063 Hot mix Plant 100 TPH Capacity hour 13000.00
0064 Paver finisher Hydrostatic with sensor control 100 TPH hour 1500.00
0065 Paver finisher Mechanical 100 TPH hour 800.00
0066 Batching and Mixing Plant @ 75 cum per hour hour 2400.00
0068 Concrete Paver finisher with 40 HP Motor and sensor hour 3000.00
0069 Generator 250 KVA hour 350.00
0070 Generator 100 KVA/125 KVA hour 250.00
0071 Truck 5.5 cum/10 tonnes tonne km 3.00
0075 Road sweeper (Mechamical Broom) @ 1250 sqm per hour hour 350.00
0076 Drum Type HMP of 60-90 TPH capacity @ 75 tonne per hour actual output hour 12000.00
0083 Hire charges of TATA 407 or equivalent for local shifting. day 1200.00
0100 Bandhani day 617.00
0101 Bhisti day 617.00
0102 Blacksmith 1st class day 738.00
0103 Blacksmith 2nd class day 679.00
0113 Chowkidar day 558.00
0114 Beldar day 558.00
0115 Coolie day 558.00
0116 Fitter (grade 1) day 738.00
0123 Mason (brick layer) 1st class day 738.00
0124 Mason (brick layer) 2nd class day 679.00
0125 Mason (for plain stone work) 2nd class day 679.00
0126 Mason (for ornamental stone work) 1st class day 738.00
0128 Mate day 617.00
0130 Mistry day 738.00
0131 Painter day 679.00
0138 Sprayer (for bitumen, tar etc.) day 617.00
0139 Skilled Beldar (for floor rubbing etc.) day 617.00
0155 Mason (average) day 709.00
0157 Operator (Pile/ Special machine) day 738.00
0286 Brick Aggregate (Single size) : 50 mm nominal size cum 650.00
0287 Brick Aggregate (Single size) : 40 mm nominal size cum 650.00
0291 Stone Aggregate (Single size) : 63 mm nominal size cum 1000.00
0292 Stone Aggregate (Single size) : 50 mm nominal size cum 1000.00
0293 Stone Aggregate (Single size) : 40 mm nominal size cum 1300.00
0294 Stone Aggregate (Single size) : 25 mm nominal size cum 1350.00
0295 Stone Aggregate (Single size) : 20 mm nominal size cum 1350.00
0296 Stone Aggregate (Single size) : 12.5 mm nominal size cum 1350.00
0297 Stone Aggregate (Single size) : 10 mm nominal size cum 1350.00
0298 Stone Aggregate (Single size) : 06 mm nominal size cum 1400.00
0304 Bajri cum 1000.00
0309 Paving bitumen of grade VG-10 of approved quality tonne 25614.00
0310 Bitumen emulsion tonne 30099.00
0312 Bitumen grade PMB - 40 tonne 32200.00
0313 Blown type petroleum bitumen of penetration 85/25 of approved quality tonne 34000.00
0314 Bitumen hot sealing compound : grade A kg 28.00
0316 Bitumen solution primer of approved quality litre 45.00
0317 Premoulded joint filler 12 mm thick sqm 360.00
0323 Separation Membrane of impermeable plastic sheeting 125 micron thick sqm 12.00
0349 Curing compound litre 38.00
0364 Wire brush each 20.00
0365 Soft brush each 20.00
0367 Portland Cement (OPC-43 Grade) tonne 4940.00
0369 Plastic sheet,1.25 mm thick for dowel bars sqm 25.00
0370 Coal (steam) quintal 440.00
0371 Sealant primer kg 130.00
0374 Pre moulded Joint filler, 25 mm thick for expansion joint. sqm 400.00
0588 Chromium plated Brass screws 25 mm 100 Nos 180.00
0773 Unslaked lime quintal 300.00
0777 Dry hydrated lime (factory made) quintal 290.00
0784 Marble dust/ powder cum 1130.00
0810 Moorum cum 500.00
0979 Royalty for good earth cum 40.00
0982 Coarse sand (zone III) cum 1350.00
0983 Fine sand (zone IV) cum 900.00
1003 Mild steel round bar above 12 mm dia quintal 4400.00
1005 Twisted steel/ deformed TMT bars Fe-500D quintal 4600.00
1007 Structural steel such as tees, angles channels and R.S. joists quintal 4600.00
1008 Flats up to 10 mm in thickness quintal 4500.00
1013 Mild steel sheets of 1.00 mm thickness for tanks quintal 4600.00
1021 Hard drawn steel wire fabric 75 x 25 mm mesh of weight not less than 7.75 kg/sqm sqm 430.00
1028 Straining bolts each 80.00
1029 Galvanised steel barbed wire of 9.8 kg /100metre quintal 5500.00
1030 Galvanised steel turn buckles each 25.00
1151 Boundary stone top chisel dressed 15x15x90 cm each 80.00
1158 Stone for pitching 15 cm x 22.5 cm cum 600.00
1159 Stone dust cum 1100.00
1179 Crushed stone 2.36 mm to 12.5 mm size cum 900.00
1215 Welding by electric plant cm 2.00
1235 Diesel litre 73.50
1241 Commercial LPG in cylinder kg 82.00
1980 Fly ash cum 10.00
2200 Carriage of Steam coal tonne 120.00
2201 Carriage of Bricks 1000 Nos 276.72
2202 Carriage of Stone aggregate below 40 mm nominal size cum 103.77
2203 Carriage of Coarse sand cum 103.77
2205 Carriage of Steel tonne 92.24
2206 Carriage of Stone aggregate 40 mm nominal size and above cum 112.79
2208 Carriage of Lime cum 103.77
2209 Carriage of Cement tonne 92.24
2211 Carriage of Tar / Bitumen tonne 103.77
2215 Carriage of Soling stone & masonry stone cum 122.08
2216 Carriage of Stone blocks white & red sand stone & kota stone slab tonne 92.24
2241 Carriage of Good earth cum 129.71
2260 Carriage of Brick aggregate cum 112.79
2261 Carriage of Fine sand cum 103.77
2265 Carriage of Moorum cum 103.77
2266 Carriage of Surkhi cum 103.77
2267 Carriage of Stone dust cum 103.77
2302 Carriage of G.I. sheet and accessories tonne 92.24
2311 Carriage of Red bajri cum 103.77
2314 Carriage of Barbed wire tonne 92.24
2335 Carriage of sand cum 103.77
2342 Carriage of Solvent / Diesel. quintal 10.38
2602 Common burnt clay F.P.S. (non modular) bricks class designation 1000 Nos 4500.00
2704 Aluminium Strip 40 mm wide and 2 mm thick kg 240.00
2901 Stone Aggregate (Single size): 100 mm nominal size cum 1350.00
2902 Stone Aggregate (Single size): 80 mm nominal size cum 1350.00
2903 Stone chippings/ screenings 4.75 mm nominal size cum 1400.00
2904 Stone chippings/ screenings 150 micron nominal size cum 1400.00
2908 Over burnt (Jhama) Brick Aggregate: 120 mm to 40 mm size cum 500.00
2909 Over burnt (Jhama) Brick Aggregate: 90 mm to 40 mm size cum 480.00
2910 Stone chippings/ screenings 12.5/ 13.2 mm nominal size cum 1150.00
2911 Stone chippings/ screenings 10/ 11.2 mm nominal size cum 1150.00
2914 Solvent kg 25.00
2916 Paving Asphalt VG 10 of approved quality tonne 24000.00
5001 Mobil oil litre 315.00
6501 Sand zone V (Jamuna) cum 1225.00
7254 Hardening compound litre 38.00
7255 Road marking paint (spirit based) litre 115.00
7256 Superior quality road marking paint (water based) litre 135.00
7280 Waste plastic additive tonne 40000.00
7295 Granite of any colour, 18 mm thick (slab area upto 0.50 sqm) sqm 1600.00
7296 Granite of any colour, 30 mm thick (slab area upto 0.50 sqm) sqm 1800.00
7309 Paving Asphalt of grade VG-30 of approved quality tonne 39570.00
7318 Plasticizer / super plasticizer kg 36.00
7382 Bitumen emulsion rapid setting (R.S.) confirming to IS : 8887 tonne 19000.00
7426 Cat's eye each 100.00
7739 Modified Bitumen Refinery produced CRMB - 55 tonne 29995.00
7741 Modified Bitumen Refinery produced CRMB - 60 tonne 30536.00
7742 Bitumen emulsion medium setting (M.S.) conforming to IS : 8887 tonne 27909.00
7753 Stone Boulder 50 mm to 200 mm cum 850.00
7773 Coloured inter locking C.C. paver Block (60 mm thick, M-35) sqm 450.00
7774 Stone size 10x10x7.50cm each 10.00
7893 Tactile tile sqm 1000.00
7895 Matt finished vitrified tile 100x100 x16 mm sqm 1000.00
7896 Vitrified tile sqm 500.00
8576 Powder coated Galvanized Iron intermediate cross-T section wire diameter 3.00 mm). sqm 190.00
8577 Crates made of  Mesh type 10x12 (D=100 mm) Zn+PVC coated. Mesh wire diameter 2.70/3.70 mm (ID/OD). sqm 220.00
8578 Crates made of Mesh type 10x12 (D=100 mm) Zn+10% Al alloy + PVC coated. Mesh wire diameter 2.70/3.70 mm (ID/OD). sqm 290.00
8685 Delineator each 300.00
8686 Precast C.C. Kerb stone M - 25 cum 5500.00
8687 Thermoplastic paint kg 65.00
8688 Glass beads kg 70.00
8689 Interlocking C.C. paver block ( 60 mm thick, M-30) sqm 400.00
8690 High intensity retro - reflective sheet as per IRC 67-2001 sqm 1300.00
8691 Punched tape concertina coil 600 mm dia 10 m openable length (Total length 90 m) bundle 600.00
8692 RBT reinforced barbed wire metre 6.50
8693 Turn buckle and strengthening bolt each set 40.00
8694 Precast pavement slab 450 x 450 x 50 mm (M - 30) each 135.00
8695 Chain link fabric fencing mesh of size 50x50 mm made of
G.I. wire of dia 4 mm
sqm 280.00
8696 Chain link fabric fencing mesh of size 50x50 mm made of
G.I. wire of dia 4 mm, PVC coated to outer dia 5 mm
sqm 300.00
8697 Chain link fabric fencing mesh of size 25x25 mm made of
G.I. wire of dia 3 mm
sqm 360.00
8785 Interlocking C.C. paver block ( 80 mm thick, M-30) sqm 470.00
9977 Carriage L.S. 2.00
9999 Sundries L.S. 2.00
16.0 ROAD WORK
Code
No.
Description Unit Rate
16.1 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.
sqm 156.75
16.2 Extra for compaction of earth work in embankment under optimum
moisture conditions to give at least 95% of the maximum dry density
(proctor density).
cum 18.20
16.3 Supplying and stacking at site.    
  16.3.1 90 mm to 45 mm size stone aggregate cum 1840.05
  16.3.2 63 mm to 45 mm size stone aggregate cum 1535.65
  16.3.3 53 mm to 22.4 mm size stone aggregate cum 1749.75
  16.3.4 Over burnt (Jhama) brick aggregate 120 mm to 40 mm cum 819.85
  16.3.5 Over burnt (Jhama) brick aggregate 90 mm to 45 mm cum 793.10
  16.3.6 Stone screening 13.2 mm nominal size (Type A) cum 1727.65
  16.3.7 Stone screening 11.2 mm nominal size (Type B) cum 1978.50
  16.3.8 Red bajri cum
 
1476.80
  16.3.9 Good earth cum 483.90
  16.3.10 Moorum cum 807.80
16.4 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 .
cum 767.25
16.5 Laying water bound macadam sub-base with brick aggregate and
binding material, earth etc. including screening, sorting and spreading
to template and consolidation with light power road-roller etc.
complete.(payment for brick aggregate and moorum etc. to be made
separately)
   
  16.5.1 Over burnt (Jhama) brick aggregate 120 mm to 40 mm cum 630.35
  16.5.2 Over burnt (Jhama) brick aggregate 90 mm to 45 mm cum 630.35
16.6 Supplying, stacking and Spreading 6 mm thick red bajri, watering
and rolling complete including preparation of the surface and rolling.
   
  16.6.1 With road roller/ hand roller sqm 19.90
16.7 Brick edging in full brick width and half brick depth including
excavation, refilling and disposal of surplus earth lead upto 50 metres.
   
  16.7.1 With common burnt clay F.P.S. (non modular) bricks of
class designation 7.5
metre 167.80
16.8 Brick edging laid lengthwise with half brick depth including excavation,
refilling and disposal of surplus earth lead upto 50 metres :
   
  16.8.1 With common burnt clay F.P.S. (non modular) bricks of
class designation 7.5
metre 46.75
16.9 Scarifying metalled (water-bound) road surface including disposal of
rubbish, lead upto 50 m and consolidation of the aggregate received
from scarifying with power road roller of 8 to 10 tonne capacity.
sqm 24.55
16.10 Making bajri path including preparation of subgrade, supplying and
laying brick aggregate of 50 mm nominal size 7.5 cm deep with
blinding material consisting of 12 mm moorum and 12 mm red bajri
consolidated with road roller.
sqm 172.45
16.11 Dry stone pitching 22.5 cm thick including supply of stones and
preparing surface complete.
sqm  730.20
16.12 Dry brick pitching half brick thick in drains including supply of bricks
and preparing the surface complete :
   
  16.12.1 With common burnt clay F.P.S. (non modular) bricks of
class designation 7.5
sqm 568.70
16.13 Cutting road and making good the same including supply of extra
quantities of materials i.e. aggregate, moorum screening, red bajri
and labour required.
   
  16.13.1 bituminous portion cum 3677.15
  16.13.2 Water bound macadam cum 2275.95
16.14 Cutting bajri paths and making good the same including supply of
extra quantities of brick aggregate, moorum and red bajri required.
sqm 212.25
FENCING
16.15 Supplying at site :    
  16.15.1 R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3
(1 cement : 1.5 coarsesand : 3 graded stone aggregate
12.5 mm nominal size) with wooden plugs or 6mm bar
nibs wherever required as per direction of Engineer-incharge
(cost of earth works in excavation, concrete works
in foundation to be paid separately).
cum 26754.35
  16.15.2 Welded steel wire fabric of required width having
rectangular mesh painted with two or more coats of enamel
paint of approved shade over a coat of primer (Priming &
Painting to be paid for separately).
kg 74.35
16.16 Supplying and fixing turn buckles and straining bolts for barbed wire
fencing.
each set 238.65
16.17 Fencing with R.C.C. post placed at required distance, embedded in
cement concrete blocks, every 15th post, last but one end post and
corner post shall be strutted on both sides and end post one side
only, provided with horizontal lines and two diagonals of barbed wire
weighing 9.38 kg per 100 metres (minimum), between the two posts
fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire
tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C.posts, struts, earth work and concrete to be paid for separately) :-
Payment to be made per metre cost of total length of barbed wire
used.
   
  16.17.1 With G.I. barbed wire metre 12.00
16.18 Fencing with angle iron post placed at required distance embedded
in cement concrete blocks, every 15th post, last but one end post
and corner post shall be strutted on both sides and end post on one
side only and provided with horizontal lines and two diagonals
interwoven with horizontal wires, of barbed wire weighing 9.38 kg per
100 m (minimum), between the two posts fitted and fixed with G.I.
staples, turn buckles etc. complete. (Cost of posts, struts, earth
work and concrete work to be paid for separately). Payment to be
made per metre cost of total length of barbed wire used.
   
  16.18.1 With G.I. barbed wire metre 19.05
16.19 Supplying at site Angle iron post & strut of required size including
bottom to be split and bent at right angle in opposite direction for
10 cm length and drilling holes upto 10 mm dia. etc. complete.
kg 92.40
16.20  Welded steel wire fabric fencing with posts of specified material and
of standard design placed and embedded in cement concrete blocks
45x45x 60 cm of mix 1:5:10 (1 cement:5 fine sand : 10 graded stone
aggregate 40 mm nominal size), every 15th post, last but one end
post and corner post shall be strutted on both sides and end post on
one side only and struts embedded in cement concrete blocks
70x45x50 cm of the same mix, provided with welded steel wire fabric
fixed between the posts fitted and fixed with G.I. staples on wooden
plugs or tied to 6 mm bar nibs with G.I. binding wire (cost of posts,
welded steel wire fabric, painting, earth work in excavation and
concrete to be paid for separately).
sqm 51.00
ROAD SIGNS
16.21 Engraving letters in hard stone

per cm

height
per letter

8.20
16.22 Providing and fixing 15x15x90 cm boundary stone of hard stone with
top 30 cm chisel dressed on all four sides including top (cost of
excavation, refilling and concrete etc. to be paid for separately).
each 207.75
16.23 Providing and fixing 15 cm dia at top, 20 cm at bottom and 90 cm
high precast reinforced cement concrete 1:1.5:3 (1 cement : 1.5
coarse sand : 3 graded stone aggregate 20 mm nominal size)
boundary stone as per standard design, including finishing smooth
with cement mortar 1:3 (1 cement : 3 fine sand) (cost of excavation,
refilling and concreting to be paid for separately).
each 663.55
16.24 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 excludingthe cost of earth work, concrete in foundation, painting and lettering
etc. which shall be paid for separately.
   
  16.24.1 35x111x25 cm size each 2308.50
  16.24.2 50x152.5x25 cm size each 4211.25
  16.24.3 35x93.5x18 cm size each 1546.00
SURFACE DRESSING
16.25 Surface dressing on new surface with paving bitumen of grade VG -
10 of approved quality using 2.25 kg of bitumen per sqm with 1.65
cum of stone chippings 13.2 mm nominal size per 100 sqm of road
surface, including consolidation with road roller of 6 to 8 tonne
capacity etc. complete:
sqm 167.25
16.26 Surface dressing on new surface in two coats with bitumen of grade
VG -10 of approved quality using 1.8 kg of bitumen per sqm with 1.5
cum of stone chippings 13.2 mm nominal size per 100 sqm of road
surface for first coat and 1.1 kg. of bitumen per sqm with 1.00 cu.
metre of stone chippings 11.2 mm nominal size per 100 sqm of road
surface for second coat, including consolidation of each coat
separately with road roller of 6 to 8 tonne capacity etc. complete.
sqm 232.05
16.27 Surface dressing on old surface with hot bitumen of grade VG - 10 of
approved quality using 1.95 kg of bitumen per sqm with 1.50 cum of
stone chippings 11.2 mm nominal size per 100 sqm of road surface,
including consolidation with road roller of 6 to 8 tonne capacity, etc.
complete.
sqm 130.40
16.28 Surface dressing one coat on new surface with bitumen of specified
grade at a rate of 1.95 kg/sqm of surface area with 1.5 cum of stone
chippings 13.2 mm nominal size per 100 sqm of road surface,
including consolidation with road roller of 6 to 8 tonne capacity , etc.
complete :
   
  16.28.1 Using bitumen emulsion (minimum 50% bitumen content-
RS grade conforming to IS : 8887)
sqm 157.95
16.29 Surface dressing one coat on old surface with bitumen of specified
grade at the rate of 1.22 kg/ sqm of surface area with 1.10 cum of
stone chippings 11.2 mm nominal size per 100 sqm of road surface,
including consolidation with road roller of 6 to 8 tonne capacity etc.
complete :
   
  16.29.1 Using bitumen emulsion (minimum 50% bitumen content-
RS grade conforming to IS : 8887)
sqm 100.00
PREMIX CARPET
16.30 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 :
   
  16.30.1 On W.B.M. @ 0.75 Kg / sqm sqm 42.05
  16.30.2 On bituminous surface @ 0.50 Kg / sqm sqm 33.65
16.31 Providing and applying tack coat using bitumen emulsion conforming
to IS:8887, using emulsion pressure distributer including preparing
the surface & cleaning with mechanical broom.
   
16.31.1 With rapid setting bitumen emulsion    
  16.31.1.1 On W.B.M / W.M.M. @ 0.4kg/sqm sqm 11.85
  16.31.1.2 On bituminous surface @ 0.25kg/sqm sqm 8.05
16.31.2 With medium setting bitumen emulsion    
  16.31.2.1 On W.B.M / W.M.M. @ 0.4kg/sqm sqm 16.65
  16.31.2.2 On bituminous surface @ 0.25kg/sqm sqm 11.00
  Note - Use of Item No. 16.81.1 shall be restricted only per site
at sub zero temperature or for emergency application
   
16.32 2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone
chippings of 13.2 mm size and 11.2 mm 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).
   
  16.32.1 With paving Asphalt grade VG - 10 heated and then mixed
with solvent at the rate of 70 grams per kg of asphalt sqm 173.05
16.32.2 With paving Asphalt grade VG - 30 with no solvent sqm 199.65
16.32.3 With Refinery Modified Bitumen CRMB 55 conforming to
IRC: SP: 53
sqm 184.60
16.33 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone
chippings of 13.2 mm and 11.2 mm 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).
   
  16.33.1 With paving Asphalt grade VG - 10 heated and then mixed
with solvent at the rate of 70 grams per kg of asphalt sqm 207.75
16.33.2 With paving Asphalt grade VG - 30 with no solvent sqm 241.00
16.33.3 With Refinery Modified Bitumen CRMB 55 conforming to
IRC: SP: 53
sqm 222.20
16.34 2 cm premix carpet surfacing with 2.4 cum of stone chippings 11.2
mm nominal size per 100 sqm and bitumen emulsion (medium setting
min. 65% bitumen content) complying with IS : 8887, using 96 kg
per cum of chippings, including consolidation with road roller of 6 to
9 tonne capacity etc. complete.
sqm 164.25
16.35 2.5 cm premix carpet surfacing with 3 cum of stone chippings 10
mm nominal size per 100 sqm and bitumen emulsion (medium setting
min. 65% bitumen contents) complying with IS : 8887, using 96 kg
per cum of chippings of road surface, including consolidation with
road roller etc complete .
sqm 198.35
16.36 Providing and laying Bitumen Penetration Macadam with hard stone
aggregate of quality, size and grading as specified, with bitumen of
suitable penetration grade, including required key aggregate as
specified, spreading coarse aggregate with the help of self propelled/
tipper tail mounted aggregate spreader and applying bitumen by a
pressure distributor and then spreading key aggregate with the help
of aggregate spreader complete, including consolidation with road
roller of minimum 8 to 10 tonne capacity to achieve specified values
of compaction and surface accuracy :
   
  16.36.1 For 50mm compacted thickness using coarse aggregate
of size 50-20 mm graded @ 0.60 cum per 10 sqm key
aggregate of size 12.5 mm graded @ 0.15 cum per 10
sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm.
sqm 390.15
  16.36.2 For 75 mm compacted thickness in two layers using stone
aggregate of size 63-41 mm graded @ 0.90 cum per 10
sqm key aggregate of size 20.0 mm graded @ 0.18 cum
per 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/
10 sqm.
sqm 572.35
16.37 Providing and laying bitumen mastic wearing course (as per
specifications) with industrial bitumen of grade 85/25 conforming to
IS : 702, prepared by using mastic cooker and laid to required level
and slope, including providing antiskid surface with bitumen precoated
fine grained hard stone chipping of approved size at the rate of 0.005
cum per 10 sqm and at approximate spacing of 10 cm centre to
centre in both directions, pressed into surface protruding 1 mm to 4
mm over mastic surface, including cleaning the surface, removal of
debris etc. all complete. (Considering bitumen using 10.2% as per
MORTH specification).
   
  16.37.1 25 mm thick sqm 671.85
  16.37.2 40 mm thick sqm 1074.95
16.38 2.5 cm thick bitumastic sheet with hot bitumen of approved quality,
using stone chippings (60% with 12.5 mm nominal size and 40%
with 10 mm nominal size) @ 1.65 cum per 100 sqm and coarse
sand @ 1.65 cum per 100 sqm of road surface and with bitumen @
56 kg/cum of stone chippings and @ 128 kg/cum of sand over a
tack coat with hot straight run bitumen, including consolidation
with road roller of 8 to 10 tonne etc. complete. (tack coat to be paid
separately) :
   
  16.38.1 With paving Asphalt grade VG - 10 heated and then mixed
with solvent at the rate of 70 grams per kg of asphalt
sqm 261.45
  16.38.2 With paving Asphalt grade VG - 30 sqm 317.45
  16.38.3 With Refinery Modified Bitumen CRMB 55 conforming to
IRC: SP : 53
sqm 285.75
16.39 4 cm thick bitumastic sheet with hot bitumen of approved quality,
using stone chippings (60% with 12.5 mm nominal size and 40%
with 10 mm nominal size) @ 2.60 cum per 100 sqm and coarse
sand @ 2.60 cum per 100 sqm of road surface and with bitumen @56 kg/cum of stone chippings and @ 128 kg/cum of sand over a
tack coat with hot straight run bitumen, including consolidation
with road roller of 8 to 10 tonne etc. complete. (tack coat to be paid
separately) :
   
  16.39.1 With paving Asphalt grade VG - 10 heated and then mixed
with solvent at the rate of 70 grams per kg of asphalt
sqm 393.00
  16.39.2 With paving asphalt grade VG - 30 with no solvent sqm 481.55
  16.39.3 With Refinery Modified Bitumen CRMB 55 conforming to
IRC: SP :
53 sqm
SEAL COAT
16.40 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.
sqm 73.70
  16.41 Providing and laying seal coat over prepared surface of road with
bitumen heated in bitumen boiler fitted with the spray set spraying
using 98 kg of bitumen of grade VG - 10 and blinding surface with
0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm
sieve and retained on 2.36 mm sieve) per 100 sqm of road surface,
including rolling and finishing with power road roller all complete.
sqm 99.15
  Note: Seal coat items to be operated only with the prior approval of
chief Engineer concerned.
   
CONCRETE PAVEMENTS
16.42 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 40 mm nominal size) in pavements, laid to required slope
and camber in panels as required including consolidation finishing
and tamping complete.
cum 6840.85
16.43 Providing and laying design mix cement concrete of M-30 grade, in
roads/ taxi tracks/ runways, using cement content as per design
mix, using coarse sand and graded stone aggregate of 40 mm nominal
size in appropriate proportions as per approved & specified design
criteria, providing dowel bars with sleeve/ tie bars wherever required,
laying at site, spreading and compacting mechanically by using
needle and surface vibrators, levelling to required slope/ camber,
finishing with required texture, including steel form work with sturdy
M.S. channel sections, curing, making provision for contraction/
expansion, construction & longitudinal joints (10 mm wide x 50 mm
deep) by groove cutting machine, providing and filling joints with
approved joint filler and sealants, complete all as per direction of
Engineer-in-charge (Item of joint fillers, sealants, dowel bars with
sleeve/ tie bars to be paid separately).
   
  Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/
less cement used as per design mix is payable/ recoverable separately.
   
  16.43.1 Cement concrete prepared with batch mixing machine cum 8752.35
  16.43.2 Cement concrete manufactured in automatic batching
plant (RMC plant) i/c transportation to site in transit mixer 
cum 9153.75
16.44 Extra for providing and mixing hardening compound of approved quality
as per manufacturer’s specification in cement concrete.
litre 50.85
16.45 Providing and fixing in position pre-moulded joint filler in expansion per cm depth
joints.
per cm width
per metre
length
3.10
16.46 Providing and laying in position bitumen hot sealing compound for
expansion joints etc.
   
  16.46.1 Using grade ‘A’ sealing compound. per cm depth
 
per cm width
per metre
length
3.30
PAINTING AREA/RUNWAY MARKING
16.47 Painting runway/taxi track/apron marking with adequate nos of coats
to give uniform finish with road marking paint of superior make as
approved by the Engineer-in-charge, i/c cleaning the surface of ail
dirt, scales, oil, grease and other foreign material etc. and lining out
complete.
   
  16.47.1 New work (Two or more coats) sqm 150.85
  16.47.2 Old work (One or more coats) sqm 96.40
16.48 Painting road surface marking with adequate nos of coats to give
uniform finish with ready mixed road marking paint conforming to IS
: 164, on bituminous surface in white/yellow shade, including cleaning
the surface of all dirt, scales, oil, grease and foreign material etc.
complete.
   
  16.48.1 New work (Two or more coats) sqm 215.95
  16.48.2 Old work (One or more coats) sqm 141.70
MISCELLANEOUS
16.49 Making bell mouth opening/ entrance of size 100x50x50 cm for
drainage pipe under footpath, including providing cement concrete
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm
nominal size) for shape of bell mouth, including plastering providing
and fixing precast R.C.C./ S.F.R.C. slab including plastering with
cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on
exposed surface of the slab & bell mouth including centring, shuttering
& neat cement punning inside the bell mouth etc. all complete.
each 2481.60
16.50

Providing and fixing Glow studs of size 100x20 mm made of heavy
duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or
HIP (High impact polystyrene) or ABS having electronically welded
micro- prismatic lens with abrasion resistant coating as approved by
Engineer in charge. The glow stud shall support a load of 13635 kg
tested in accordance with ASTM D4280. The slope of retro- reflective
surface shall be 35 (+/-5) degress to base .The reflective panels on
both sides with at least 12 cm of reflective area up each side. The
luminance intensity should be as per the specification and shall be
tested as described in ASTM I: 809 as recommended in BS: 873part 4 : 1973.
The studs shall be fixed to the Road surface using theadhesive conforming to IS, as per procedure recommended by the
manufacturer complete and as per direction of Engineer-in-charge.

each 196.40
16.51 Preparation of sub-base road pavement with commercial dry lime
(slaked), fly ash stabilised soil with a mix of 3% lime, 12% fly ash and
85% local suitable soil by weight, so as to achieve minimum field C.B.R.
of 20, including mixing, rolling with road roller curing etc. all complete.
   
  16.51.1 Minimum thickness 15 cm cum 1111.05
16.52 Providing and fixing precast lime fly ash concrete blocks 1:2:3:6 (1
lime: 2 fly ash : 3 coarse sand : 6 graded stone aggregate 20 mm
nominal size), including finishing with 10mm thick cement mortar
1:3 (1 cement : 3 coarse sand) in foot paths, including preparation of
sub grade with a hand rammer, laying 10 mm thick leveling course of
fine sand (jamuna sand) and filling the joints with fine sand.
cum  10802.45
16.53 Providing and fixing concertina coil fencing with punched tape
concertina coil 600 mm dia 10 metre openable length ( total length
90 m), having 50 nos rounds per 6 metre length, upto 3 m height of
wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart
and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with
G.I. staples and G.I. clips to retain horizontal, including necessary
bolts or G.I. barbed wire tied to angle iron, all complete as per direction
of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring
core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm
with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of
M.S. angle, C.C. blocks shall be paid separately)
metre 290.80
16.54 Providing and laying Dense Graded Bituminous Macadam 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 as per specifications to achieve
the desired compaction and density, complete as per specificatons
and directions of Engineer-in-Charge.
   
  16.54.1 50 to 100 mm average 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. cum 10064.25
16.54.2 50 to 100 mm average 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 Drum
Type Hot Mix Plant of 60-90 TPH capacity.
cum 9981.90
16.55 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.
   
  16.55.1 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.
cum 7743.55
  16.55.2 50 to 100 mm average compacted thickness with bitumen
of grade VG-30 @ 3.50% (percentage by weight of total
mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH
capacity.
cum 7665.25
16.56 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.
   
  16.56.1 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.
sqm 250.75
  16.56.2 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 Drum Type Hot Mix Plant of 60-90 TPH capacity.
sqm 248.70
16.57 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 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.
   
  16.57.1 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 Batch Type Hot Mix Plant of 100-120 TPH
capacity.
cum 10944.65
  16.57.2 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) and
waste plastic additive @ 8% (percentage by weight of
bitumen) prepared in Batch Type Hot Mix Plant of 100-
120 TPH capacity.
cum 11499.40
  16.57.3 40/50 mm compacted thickness with bitumen of grade
PMB-40 @ 5.5% (percentage by weight of total mix) and
lime filler @ 3% (percentage by weight of Aggregate)
prepared in Batch Type Hot Mix Plant of 100-120 TPH
capacity.
cum 9666.90
  16.57.4 40/50 mm compacted thickness with bitumen of grade
CRMB-60 @ 5.5% (percentage by weight of total mix)
and lime filler @ 3% (percentage by weight of Aggregate)
prepared in Batch Type Hot Mix Plant of 100-120 TPH
capacity.
cum 9378.40
  16.57.5 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.
cum 10860.60
  16.57.6 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) and
waste plastic additive @ 8% (percentage by weight of
bitumen) prepared in drum Type Hot Mix Plant of 60-90
TPH capacity.
cum 11415.35
  16.57.7 40/50 mm compacted thickness with bitumen of grade
PMB-40 @ 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.
cum 9582.85
  16.57.8 40/50 mm compacted thickness with bitumen of grade
CRMB-60 @ 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.
cum 9294.35
16.59 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 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 zincchromate 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 paint over and including appropriate priming
coat including all leads and lifts etc. complete as per drawing,
specification and direction of Engineer-in-charge.
   
  16.59.1 Mandatory/ Regulatory sign boards of 900 mm diametre
with support length of 3750 mm
each 5996.95
  16.59.2 Cautionary /warning sign boards of equilateral triangular
shape having each side of 900 mm with support length of
3650 mm
each 4533.85
16.60 Manufacturing, supplying and fixing retro reflective overhead signage
boards made up of 2 mm thick aluminium sheet, face to be fully
covered with high intensity and encapsulated lens type heat activated
retro reflective sheeting conforming to type - III of ASTM-D-4956-01
as approved by Engineer-in-charge, letters, borders etc. as per IRC
: 67-2001 in silver white with blue colour back ground and with high
intensity grade, pasted on substrate by pressure sensitive adhesive
backing which shall be activated by applying pressure conforming to
class II of ASTM-D-4956-01 and fixing the same to the plate of
structural frame work by means of suitable sized aluminium alloys,
rivets or bolts & nuts @ 300 mm centre to centre all along the
periphery as well as in two vertical rows along with theft resistant
measures, including the cost of painting with two or more coats of
epoxy paint in grey colour on the back side of aluminium sheet
including appropriate priming coat. The rate includes the cost of
rounding off the corners, lowering down the structural frame work
from the gantry, fixing and erecting the same in position all complete
as per drawings, specification and direction of the engineer-incharge.(
Structural frame work including M.S. plate to be provided
separately. Rectangular area of the sheet only shall be measured for
payment).

 
   
  16.60.1 Overhead informatory road signage sqm 5284.45
16.61 Providing Retro-reflective regulatory sign board of size 900 mm dia
meter made out of 2 mm thick aluminium 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 aluminium sheet to
be riveted to M.S. frame of angle iron of size 40x40x4 mm. The
boards will be fixed to 1 No. 50x50 mm square post made of M.S.
angle 50x50x4 mm, 4 m 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 aluminium sheet to be painted with two or more coats of
epoxy paint including appropriate priming coat complete in all respects
as per direction of Engineer-in-charge.
each 6729.90
16.62 Providing and applying 2.5 mm thick road marking strips (retroreflective)
of specified shade/ colour using hot thermoplastic material
by fully/ semi automatic thermoplastic paint applicator machine fittedwith 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.
sqm 607.30
16.63 Providing, laying and making kerb channel 30 cm wide and 50 mm
thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded
stone aggregate 20 mm nominal size) over 75mm bed of dry brick
ballast 40 mm nominal size, well rammed and consolidated
and grouted with fine sand, including finishing the top smooth etc.
complete and as per direction of Engineer-in-charge.
sqm 483.00
16.64 Providing and laying 75 mm thick compacted bed of dry brick
aggregate of 40 mm thick nominal size including spreading, well
ramming, consolidating and grouting with jamuna sand, including
finishing smooth etc. complete as per direction of Engineer-in-charge.
sqm 176.70
16.65 Providing and fixing post delineators made of ABS round body fitted
with 2 nos 100 mm dia high reflective reflectors and mounted on MS
pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to
be installed as per direction of Engineer-in-charge.
each 714.45
16.65 Providing and fixing post delineators made of ABS round body fitted
with 2 nos 100 mm dia high reflective reflectors and mounted on MS
pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to
be installed as per direction of Engineer-in-charge.
each 714.45
16.66 Excavating holes upto 0.10 cum, including getting out the excavated
soil, then returning the soil as deported in layers not exceeding 20
cm in depth, including consolidating and deposited layer by ramming
watering etc., disposing of surplus excavated soil as directed with in
a lead of 50 mm and lift upto 1.5 m.
   
  16.66.1 All kind of soil each 26.45
16.67 Providing and fixing at or near ground level factory made RCC
pavement slab of M-30 grade of size 450x450x50 mm, including
reinforcement with 6 mm dia M.S. bars 4 nos on each side, including
setting in position in footpath to the required level and line over a bed
of 20 mm average thick cement mortar 1:5 (1 cement : 5 coarse
sand), having joint thickness not more than 5mm except on curve,
including filling of joints with same cement mortar and making grooves
etc. complete as per direction of Engineer-in-charge.
sqm 1264.6

16.68

Providing and laying 60mm thick faciory made cement concrete
interlocking paver block of M -30 grade made by block making
machine with strong vibratory compaction, of approved size, design
& shape, laid in required colour and pattern over and including 50mm
thick compacted bed of coarse sand, filling the joints with line sand
etc. all complete as per the direction of Engineer-in-charge.

sqm

859.35
16.69 Providing and laying at or near ground level factory made kerb stone
of M-25 grade cement concrete in position to the required line, level
and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse
sand), including making joints with or without grooves (thickness of
joints except at sharp curve shall not to more than 5mm), including
making drainage opening wherever required complete etc. as per
direction of Engineer-in-charge (length of finished kerb edging shall
be measured for payment). (Precast C.C. kerb stone shall be approved
by Engineer-in-charge).
cum 8376.15
16.70 Providing and fixing G.I. chain link fabric fencing of required width in
mesh size 50x50 mm including strengthening with 2 mm dia wire or
nuts, bolts and washers as required complete as per the direction of
Engineer-in-charge.
   
  16.70.1 Made of G.I. wire of dia 4 mm sqm 797.20
  16.70.2 Made of G.I. wire of dia. 4 mm, PVC coated to achieve
outer dia not less than 5 mm in required colour and shade
sqm 825.30
16.71 Providing and fixing G.I. chain link fabric fencing of required width in
mesh size 25x25 mm made of G.I. wire of dia 3 mm including
strengthening with 2 mm dia wire or nuts, bolts and washers as
required complete as per the direction of Engineer-in-charge.
sqm 909.60
16.72 Supplying and stacking of hard stone (for stone pitching) 22.5 cm
thick at site.
cum 966.10
16.73 Dry stone pitching 22.5 cm thick laid in courses and required profile
with hammer dressed stones having no side less than 15 cm, with
minimum depth of 20 cm including preparing the bedding surface
etc. all complete. (Payment for Stone to be made separately).
sqm 487.25
16.74 75 mm thick back filling for pitching including supplying of required
materials and consolidation etc. complete with :
   
  16.74.1 Moorum sqm 73.90
  16.74.2 Stone aggregate 20 mm nominal size sqm 162.25
  16.74.3 Stone aggregate 40 mm nominal size sqm 158.15
16.75 Providing and laying C.C. pavement of mix M-25 with ready mixed
concrete from batching plant. The ready mixed concrete shall be
laid and finished with screed board vibrator , vacuum dewatering
process and finally finished by floating, brooming with wire brush
etc. complete as per specifications and directions of Engineer-incharge.
(The panel shuttering work shall be paid for separately).
(Note:- Cement content considered in this item is @ 330 kg/cum.
Excess/less cement used as per design mix is payable/ recoverable
separately).
cum 8663.05
16.76 Deduct for using of M-20 grade concrete instead of M-25 grade
concrete in C.C. pavement.
cum 188.30
16.77 Scarifying the existing bituminous road surface to a depth of 50 mm
and disposal of scarified material within all lifts and lead upto 1km
(by mechanical means).
sqm 4.75
16.78 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.
   
  16.78.1 With material conforming to Grade-I (size range 75 mm
to 0.075 mm) having CBR Value-30
cum 2517.70
  16.78.2 With material conforming to Grade-II (size range 53 mm
to 0.075 mm ) having CBR Value-25
cum 2637.30
  16.78.3 With material conforming to Grade-III (size range 26.5
mm to 0.075 mm ) having CBR Value-20
cum 2474.60
16.79 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.
cum 2641.40
16.80 Construction of dry lean cement concrete sub base over a prepared
sub-grade with coarse and fine aggregate conforming to IS:383, the
size of coarse aggregate not exceeding 25 mm, aggregate cement
ratio not to exceed 15:1, aggregate gradation after blending to be as
per specifications, cement content not to be less than 150 Kg/cum,
optimum moisture content to be determined during trial length
construction, concrete strength not to be less than 10 Mpa at 7
days, mixed in a batching plant, transported to site, for all leads &
lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory
roller, finishing and curing etc. complete as per direction of Engineer-in-charge.
cum 3881.85
16.81 Providing and erecting 2.00 metre high temporary barricading at site;
each panel of size 2.50mx2.00m made of 40x40x6mm angle
iron or 50x50x3mm hollow MS tube posts/horizontal members/
bracings covered with 1.63mm thick MS sheet. The sheet shall
be fixed with 30x5mm MS flat by suitable welding/riveting.
The panels shall be made so that gap of 50cm above the ground
is available making overall height as 2.5m. MS channel ISLC
75 @ 5.70 kg/m, 50cm long shall be provided at the bottom
having oval shaped holes of size 50x25mm at both ends with
50cm long MS angle 40x40x6mm bracing. Suitable
arrangement shall be made to fix the barricading to avoid
from overturning by providing 250mm long expansion fasteners
at both ends. The work shall be executed as per drawing/direction
of Engineer-in-Charge which includes writing and painting,
arrangement for traffic diversion such as traffic signals during
construction at site for day and night, glow lamps, reflective signs,
marking, flags, caution tape as directed by the Engineer-in-Charge.
The barricading provided shall be retained in position at site
continuously i/c shifting of barricading from one location to another
location as many times as required during the execution of the entire
work till its completion. Rate include its maintenance for damages,
painting, all incidentals, labour materials, equipments and works
required to execute the job. The barricading shall not be removed
without prior approval of Engineer-in-Charge.
   
  (Note :- One time payment shall be made for providing barricading
from start of work till completion of work i/c shifting. The barricading
provided shall remain to be the property of the contractor on completion
of the work).
metre 2566.70
16.82 Taking out existing kerb stones of all types from footpath/ central
verge, including removal of mortar etc., disposal of unserviceable
material to the dumping ground, for which payment shall be made
separately and stacking of serviceable material within 50 metre lead
as per direction of Engineer-in-Charge.
metre 28.05
16.83 Taking out existing CC interlocking paver blocks from footpath/ central
verge, including removal of rubbish etc., disposal of unserviceable
material to the dumping ground, for which payment shall be made
separately and stacking of serviceable material within 50 metre lead
as per direction of Engineer-in-Charge.
sqm 94.05
16.84 Laying old cement cocrete interlocking paver blocks of any design/
shape laid in required line, level, curvature, colour and pattern over
and including 50 mm thick compacted bed of coarse sand, filling the
joints with fine sand etc. all complete as per the direction of Engineerin-
charge. (Old CC paver blocks shall be supplied by the department
free of cost).
sqm 324.20
16.85 Laying at or near ground level old kerb stones of all types in position
to the required line, level and curvature, jointed with cement mortar
1:3 (1 cement : 3 coarse sand), including making joints with or without
grooves (thickness of joints, except at sharp curve, shall not be
more than 5 mm), including making drainage opening wherever
required etc. complete as per direction of Engineer-in-charge. (Length
of finished kerb edging shall be measured for payment). (Old kerb
stones shall be supplied by the department free of cost)
metre 82.95
16.86 Providing and laying gang saw cut 18 mm thick, mirror polished pre
moulded and pre polished machine cut granite stone of required size
and shape of approved shade, colour and texture in footpath, flooring
cut granite stone of required size and shape of approved shade,
colour and texture in footpath, flooring in road side plazas and similar
locations, laid over 20mm thick base of cement mortar 1:4 (1cement
: 4 coarse sand) including grouting the joints with white cement
mixed with matching pigment, epoxy touch ups etc. complete as
per direction of Engineer-in-Charge.
   
  16.86.1 With granite stone of area less than 0.50 sqm. sqm 3725.90
16.87 Providing and laying gang saw cut 30 mm thick, mirror polished pre
moulded and pre polished machine cut granite stone of required size
and shape of approved shade, colour and texture in footpath, flooring
in road side plazas and similar locations, laid over 20mm thick base
of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting
the joints with white cement mixed with matching pigment, epoxy
touch ups etc. complete as per direction of Engineer-in-Charge.
   
  16.87.1 With granite stone of area less than 0.50 sqm. sqm 4006.85
16.88 Providing and laying matt finished vitrified tile of size 100x100x16mm
having water absorption less than 0.5% and conforming to IS: 15622
of approved make in all colours and shades in out door floors such
as footpath, court yard multi models etc., laid on 20mm thick base
of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes &
patterns including grouting the joints with white cement mixed with
matching pigments etc. complete as direction of Engineer-in-Charge.
sqm 1933.75
16.89 Providing and laying matt finished vitrified tile of size 300x300x9.8mm
having with water absorption less than 0.5% and conforming to IS:
15622 of approved make in all colours and shades in for outdoor
floors such as footpath, court yard, multi modals location etc., laid
on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse
sand) in all shapes & patterns including grouting the joints with white
cement mixed with matching pigments etc. complete as per direction
of Engineer-in-Charge.
sqm 1264.80
16.90 Providing and laying tactile tile (for vision impaired persons as per
standards) of size 300x300x9.8mm having with water absorption less
than 0.5% and conforming to IS:15622 of approved make in all colours
and shades in for outdoor floors such as footpath, court yard, multi
modals location etc., laid on 20mm thick base of cement mortar 1:4
(1 cement : 4 coarse sand) in all shapes & patterns including grouting
the joints with white cement mixed with matching pigments etc.
complete as per direction of Engineer-in-Charge.
sqm 1933.75
16.91 Providing and laying factory made chamfered edge Cement Concrete
paver blocks in footpath, parks, lawns, drive ways or light traffic
parking etc, of required strength, thickness & size/ shape, made by
table vibratory method using PU mould, laid in required colour &
pattern over 50mm thick compacted bed of sand, compacting and
proper embedding/laying of inter locking paver blocks into the sand
bedding layer through vibratory compaction by using plate vibrator,
filling the joints with sand and cutting of paver blocks as per required
size and pattern, finishing and sweeping extra sand. complete all as
per direction of Engineer-in-Charge.
   
  16.91.1 60mm thick cement concrete paver block of M-35 grade
with approved colour, design & pattern.
sqm 884.75
  16.91.2 80 mm thick C.C. paver block of M-30 grade with approved
color design and pattern.
sqm 953.00
16.92 Providing and fixing 10x10x7.50 cm Granite stone block hand cut and
chisel dressed on top, for paving in floors, drains etc. laid over 20mm
thick base mortar 1:4 (1 cement : 4 coarse sand) with
joints 10mm wide filled with same mortar including ruled pointing etc.
complete as per direction of engineer-in-charge.
sqm 1897.95
16.93 Providing and placing in position 100 mm thick factory made machine
batched & machine mixed Precast RCC Rectangular Covers on
drains of footpath of various sizes, of M-25 grade cement concrete
for RCC work, including cost of centering, shuttering, reinforcement
of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on
both ways , neat cement punning on finished surface, properly
encased on all edges with 1.6 mm thick , 100 mm wide MS sheet
duly painted over priming coat , reinforcement to be welded at edges
with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c
cost of cartage, all leads & lift, handling at site etc. all complete as
per direction of Engineer-in-Charge.
sqm 2525.35
16.94 Providing & making Gabion structure with Mechanically Woven Double
Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS
16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter
3.0 mm, mechanically edged/selvedged with partitions at every 1m
interval and shall have minimum 10 numbers of openings per meter
of mesh perpendicular to twist, tying with lacing wire of diameter
2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders
with least dimension of 200 mm, as per drawing, all complete as per
direction of Engineer-in-charge.
cum 3363.70
16.95 Providing & making Gabion structure with Mechanically Woven Double
Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS
16014:2012,MORTH Clause 2500, of required size, Mesh Type
10x12(D=100 mm with tolerance of ± 2%) Zinic+PVC coated, Mesh
wire diameter2.7/3.7mm, mechanically edged/selvedged with
partitions at every 1m interval and shall have minimum 10 numbers
of openings per meter of mesh perpendicular to twist, tying with
lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight
of Gabion boxes, filled with boulders with least dimension of 200
mm, as per drawing, all complete as per directions of Engineer-incharge.

 
cum 3584.45
16.96 Providing & making Gabion structure with Mechanically Woven Double
Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS
16014:2012,MORTH Clause 2500, of required size, Mesh Type
10x12(D=100 mm with tolerance of ±2%), Zinic+10% Al alloy+PVC
coated, Mesh wire diameter 2.7/3.7mm (ID/OD), mechanically edged/
selvedged with partitions at every 1m interval and shall have minimum
10 numbers of openings per meter of mesh perpendicular to twist,
tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3%
by weight of Gabion boxes, filled with boulders with least dimension
of 200 mm, as per drawing, all complete as per directions of Engineerin-
charge.
cum 4099.55

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