DRAINAGE



SUB HEAD : 19.0  DRAINAGE
Code
No.
Description Unit Rate
0101 Bhisti day 617.00
0103 Blacksmith 2nd class day 679.00
0114 Beldar day 558.00
0115 Coolie day 558.00
0123 Mason (brick layer) 1st class day 738.00
0124 Mason (brick layer) 2nd class day 679.00
0285 Brick Aggregate (Single size) : 63 mm nominal size cum 650.00
0287 Brick Aggregate (Single size) : 40 mm nominal size cum 650.00
0362 Brick bats cum 450.00
0367 Portland Cement (OPC-43 Grade) tonne 4940.00
0983 Fine sand (zone IV) cum 900.00
1003 Mild steel round bar above 12 mm dia quintal 4400.00
1006 Mild steel square bars quintal 4500.00
1336 Clearing eye with chain and lid 100 mm dia each 44.00
1337 Clearing eye with chain and lid 150 mm dia each 50.00
1352 C.I. cover and frame 300x300 mm inside each 477.00
1353 C.I. cover without frame 300x300 mm inside i/c cover of 4.50 kg each 477.00
1354 Rectangular cover 455x610 mm with frame (low duty) each 1400.00
1355 Rectangular cover 455x610 mm without frame (low duty) each 910.00
1356 500 mm dia cover with frame (medium duty) each 4400.00
1357 500 mm dia cover without frame (medium duty) each 2300.00
1364 C.I. grating 100x100 mm each 40.22
1366 C.I. grating 150x150 mm each 54.42
1367 C.I. grating 180x180 mm each 65.00
1617 S.C.I. soil, waste and vent single socketed pipe 1.80 metres long:100 mm dia each 1135.00
1618 S.C.I. soil, waste and vent single socketed pipe 1.80 metres long:150 mm dia each 1750.00
1621 S.C.I. plain bend 100 mm dia each 258.00
1622 S.C.I. plain bend 150 mm dia each 460.00
1628 S.C.I. plain single equal junctions 100x100x100 mm dia each 360.00
1700 R.C.C. pipes NP2 class 100 mm dia metre 200.00
1701 R.C.C. pipes NP2 class 150 mm dia metre 212.00
1702 R.C.C. pipes NP2 class 250 mm dia metre 350.00
1703 R.C.C. pipes NP2 class 300 mm dia metre 445.00
1704 R.C.C. pipes NP2 class 450 mm dia metre 750.00
1705 R.C.C. pipes NP2 class 500 mm dia metre 925.00
1706 R.C.C. pipes NP2 class 600 mm dia metre 1100.00
1707 R.C.C. pipes NP2 class 700 mm dia metre 1485.00
1709 R.C.C. pipes NP2 class 800 mm dia metre 1800.00
1710 R.C.C. pipes NP2 class 900 mm dia metre 2500.00
1711 R.C.C. pipes NP2 class 1000 mm dia metre 2900.00
1712 R.C.C. pipes NP2 class 1100 mm dia metre 3200.00
1713 R.C.C. pipes NP2 class 1200 mm dia metre 3510.00
1714 R.C.C. collars NP2 class 100 mm dia each 30.00
1715 R.C.C. collars NP2 class 150 mm dia each 35.00
1716 R.C.C. collars NP2 class 250 mm dia each 50.00
1717 R.C.C. collars NP2 class 300 mm dia each 55.00
1718 R.C.C. collars NP2 class 450 mm dia each 100.00
1719 R.C.C. collars NP2 class 500 mm dia each 115.00
1720 R.C.C. collars NP2 class 600 mm dia each 140.00
1721 R.C.C. collars NP2 class 700 mm dia each 150.00
1723 R.C.C. collars NP2 class 800 mm dia each 200.00
1724 R.C.C. collars NP2 class 900 mm dia each 235.00
1725 R.C.C. collars NP2 class 1000 mm dia each 280.00
1726 R.C.C. collars NP2 class 1100 mm dia each 300.00
1727 R.C.C. collars NP2 class 1200 mm dia each 350.00
1728 RCC pipe 450 mm dia NP-3 spigot metre 1496.00
1729 RCC pipe 600 mm dia NP-3 spigot metre 1995.00
1730 RCC pipe 900 mm dia NP-3 spigot metre 3150.00
1731 RCC pipe 1000 mm dia NP-3 spigot metre 3885.00
1732 RCC pipe 1200 mm dia NP-3 spigot metre 5040.00
1733 RCC pipe 1800 mm dia NP-3 spigot metre 9450.00
1734 RCC pipe 450 mm dia NP-4 spigot metre 1733.00
1735 RCC pipe 600 mm dia NP-4 spigot metre 2310.00
1736 RCC pipe 900 mm dia NP-4 spigot metre 4494.00
1737 RCC pipe 1000 mm dia NP-4 spigot metre 5565.00
1738 RCC pipe 1200 mm dia NP-4 spigot metre 6510.00
1739 RCC pipe 1800 mm dia NP-4 spigot metre 13650.00
1854 Stoneware pipes grade A (60 cm long) 100 mm dia each 55.00
1855 Stoneware pipes grade A (60 cm long) 150 mm dia each 100.00
1856 Stoneware pipes grade A (60 cm long) 200 mm dia each 200.00
1858 Stoneware pipes grade A (60 cm long) 250 mm dia each 320.00
1859 Stoneware pipes grade A (60 cm long) 300 mm dia each 478.00
1881 Spun yarn kg 50.00
1900 S.W. gully trap P type 100x100 mm each 100.00
1902 S.W. gully trap P type 150x100 mm each 130.00
1904 S.W. gully trap P type 180x150 mm each 225.00
2201 Carriage of Bricks 1000 Nos 276.72
2209 Carriage of Cement tonne 92.24
2224 Carriage of S.W. pipes 100 mm dia 100 metre 138.36
2225 Carriage of S.W. pipes 150 mm dia 100 metre 276.72
2226 Carriage of S.W. pipes 200 mm dia 100 metre 461.19
2228 Carriage of S.W. pipes 250 mm dia 100 metre 790.62
2229 Carriage of S.W. pipes 300 mm dia 100 metre 988.27
2260 Carriage of Brick aggregate cum 112.79
2261 Carriage of Fine sand cum 103.77
2272 Carriage of Stainless Steel pipes below 100 mm dia tonne 92.24
2275 Carriage of R.C.C. pipes 100 mm dia 100 metre 226.82
2281 Carriage of R.C.C. pipes 150 mm dia 100 metre 378.03
2287 Carriage of R.C.C. pipes 250 mm dia 100 metre 873.84
2290 Carriage of R.C.C. pipes 300 mm dia 100 metre 1080.08
2299 Carriage of R.C.C. pipes 450 & 500 mm dia 100 metre 2520.19
2303 Carriage of R.C.C. pipes 600,700,750 & 800 mm dia 100 metre 3780.28
2331 Carriage of R.C.C. pipes 900 mm dia 100 metre 5670.42
2332 Carriage of R.C.C. pipes 1000 mm dia 100 metre 7560.57
2333 Carriage of R.C.C. pipes 1100 mm dia 100 metre 7560.57
2334 Carriage of R.C.C. pipes 1200 mm dia 100 metre 7560.57
2336 Carriage of R.C.C. pipe above 1200 mm dia and upto 1800 mm dia 100 metre 7560.57
2602 Common burnt clay F.P.S. (non modular) bricks class designation 7.5 1000 Nos 4500.00
3860 560 mm dia cover with frame (Heavy duty) each 9000.00
3861 560 mm dia cover without frame (Heavy duty) each 5000.00
7087 S.C.I. Tee 150 mm each 570.00
7128 S.W. intercepting trap 100 mm dia each 185.00
7129 S.W. intercepting trap 150 mm dia each 240.00
7130 Rectangular shape 600x450 mm precast R.C.C. manhole cover with frame - L.D. - 2.5 each 675.00
7131 Square shape 450x450 mm precast R.C.C. manhole cover with frame - L.D. - 2.5 each 575.00
7132 Circular shape 450 mm dia precast R.C.C. manhole cover
with frame - L.D. - 2.5
each 575.00
7133 Rectangular shape 500x500 mm precast R.C.C. manhole cover with frame - M.D. - 10 each 670.00
7134 Circular shape 500 mm dia precast R.C.C. manhole cover with frame- M.D.-10 each 575.00
7135 Circular shape 560 mm dia precast R.C.C. manhole cover with frame - H.D. - 20 each 880.00
7136 Circular shape 560 mm dia precast R.C.C. manhole cover with frame - E.H.D. - 35 each 1170.00
7354 Plastic encapsulated M.S. foot rest 30x20x15 cm each 110.00
7380 Precast R.C.C. grating with frame 500x450 mm horizontal grating each 620.00
7381 Precast R.C.C. grating with frame 450x100 mm vertical grating each 235.00
8701 SS pipe 304 grades with press fit technology as per JIS 3448 standard 48.60 mm outer dia metre 610.00
9977 Carriage L.S. 2.00
9988 Carriage and sundries L.S. 2.00
9999 Sundries L.S. 2.00
19.0 DRAINAGE
Code
No.
Description Unit Rate
  NOTE : - The rates given for all the items under sub-head ‘Drainage’
are applicable to work executed in soils above sub- soil water level.
Extra allowance has to be made for work under sub- soil water level.
   
STONE WARE PIPES AND FITTINGS
19.1 Providing, laying and jointing glazed stoneware pipes class SP-1
with stiff mixture of cement mortar in the proportion of 1:1 (1 cement
: 1 fine sand) including testing of joints etc. complete :
   
  19.1.1 100 mm diameter metre 317.05
  19.1.2 150 mm diameter metre 500.20
  19.1.3 200 mm diameter metre 794.25
  19.1.4 250 mm diameter metre 1173.70
  19.1.5 300 mm diameter metre 1607.15
19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse
sand : 10 graded stone aggregate 40 mm nominal size) all-round
S.W. pipes including bed concrete as per standard design :
   
  19.2.1 100 mm diameter S.W. pipe metre 817.00
  19.2.2 150 mm diameter S.W. pipe metre 999.15
  19.2.3 200 mm diameter S.W. pipe metre 1164.80
  19.2.4 250 mm diameter S.W. pipe metre 1346.95
19.3 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse
sand : 10 graded stone aggregate 40 mm nominal size) up to
haunches of S.W. pipes including bed concrete as per standard
design :
   
  19.3.1 100 mm diameter S.W. pipe metre 388.30
  19.3.2 150 mm diameter S.W. pipe metre 629.30
  19.3.3 200 mm diameter S.W. pipe metre 739.70
  19.3.4 250 mm diameter S.W. pipe metre 861.15
  19.3.5 300 mm diameter S.W. pipe metre 993.65
19.4 Providing and fixing square-mouth S.W. gully trap class SP-1 complete
with C.I. grating brick masonry chamber with water tight C.I. cover
with frame of 300 x300 mm size (inside) the weight of cover to be not
less than 4.50 kg and frame to be not less than 2.70 kg as per
standard design:
   
19.4.1 100x100 mm size P type    
  19.4.1.1 With common burnt clay F.P.S. (non modular)bricks of class designation 7.5 each 2307.00
  19.4.1.2 With Sewer bricks conforming to IS : 4885 each 2311.05
19.4.2 150 x 100 mm size P type    
  19.4.2.1 With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
each 2317.40
  19.4.2.2 With sewer bricks conforming to IS : 4885 each 2321.45
19.4.3 180x150 mm size P type    
  19.4.3.1 With common burnt clay F.P.S. (non modular)bricks of class designation 7.5 each 2409.60
  19.4.3.2 With Sewer bricks conforming to IS : 4885 each 2413.65
19.5 Dismantling of old S.W. pipes including breaking of joints and bed
concrete stacking of useful materials near the site within 50 m lead
and disposal of unserviceable materials into municipal dumps :
   
  19.5.1 100 mm diameter metre 63.45
  19.5.2 150 mm diameter metre 70.20
  19.5.3 200 mm diameter metre 74.65
  19.5.4 250 mm diameter metre 79.15
  19.5.5 300 mm diameter metre 83.60
  19.5.6 350 mm diameter metre 96.30
  19.5.7 400 mm diameter metre 105.25
  19.5.8 450 mm diameter metre 109.75
19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C.
pipes with collars jointed with stiff mixture of cement mortar in the
proportion of 1:2 (1 cement : 2 fine sand) including testing of joints
etc. complete :
   
  19.6.1 100 mm dia. R.C.C. pipe metre 415.75
  19.6.2 150 mm dia. R.C.C. pipe metre 462.60
  19.6.3 250 mm dia. R.C.C. pipe metre 754.45
  19.6.4 300 mm dia. R.C.C. pipe metre 863.65
  19.6.5 450 mm dia. R.C.C. pipe metre 1392.70
  19.6.6 500 mm dia. R.C.C. pipe metre 1656.95
  19.6.7 600 mm dia. R.C.C. pipe metre 1948.35
  19.6.8 700 mm dia. R.C.C. pipe metre 2533.05
  19.6.9 800 mm dia. R.C.C. pipe metre 3022.85
  19.6.10 900 mm dia. R.C.C. pipe metre 4090.55
  19.6.11 1000 mm dia. R.C.C. pipe metre 4800.35
  19.6.12 1100 mm dia. R.C.C. pipe metre 5393.75
  19.6.13 1200 mm dia. R.C.C. pipe metre 6046.80
19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement
: 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement :
1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm
nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse
sand (zone- III) : 8 graded stone aggregate 40 mm nominal size),
inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3
coarse sand) finished with floating coat of neat cement and makingchannels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate 20 mm nominal size) finished with a floating
coat of neat cement complete as per standard design :
   
19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. cover
with frame (light duty) 455x610 mm internal dimensions,
total weight of cover and frame to be not less than 38 kg
(weight of cover 23 kg and weight of frame 15 kg) :
   
  19.7.1.1 With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
each 10905.05
  19.7.1.2 With Sewer bricks conforming to IS : 4885 each 10915.65
19.7.2 Inside size 120x90 cm and 90 cm deep including C.I. cover
with frame (medium duty) 500 mm internal diameter, total
weight of cover and frame to be not less than 116 kg (weight
of cover 58 kg and weight of frame 58 kg) :
   
  19.7.2.1 With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
each 22939.65
  19.7.2.2 With Sewer bricks conforming to IS : 4885 each 22968.60
19.7.3 Inside size 120x90 cm and 90 cm deep including C.I. cover
with frame (heavy duty) 560 mm internal diameter, total
weight of cover and frame to be not less than 208 kg (weight
of cover 108 kg and weight of frame 100 kg) :
   
  19.7.3.1 With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
each 28632.25
  19.7.3.2 With Sewer bricks conforming to IS : 4885 each 28657.15
19.8 Extra for depth for manholes :    
19.8.1 Size 90x80 cm    
  19.8.1.1 With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
metre 7503.00
  19.8.1.2 With Sewer bricks conforming to IS : 4885 metre 7533.80
19.8.2 Size 120x90 cm    
  19.8.2.1 With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
metre 8994.60
  19.8.2.2 With Sewer bricks conforming to IS : 4885 metre 9031.30
19.9 Constructing brick masonry circular type manhole 0.91 m internal
dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement
: 4 coarse sand), inside cement plaster 12 mm thick with cement
mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat
of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse
sand : 6 graded stone aggregate 40 mm nominal size), and making
necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse
sand : 4 graded stone aggregate 20 mm nominal size) finished
with a floating coat of neat cement, all complete as per standard
design :
   
19.9.1 0.91 m deep with S.F.R.C. cover and frame (heavy duty,
HD-20 grade designation) 560 mm internal diameter conforming
to I.S. 12592, total weight of cover and frame to be
not less than 182 kg., fixed in cement concrete 1:2:4 (1
cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size) including centering, shuttering all complete.
(Excavation, foot rests and 12mm thick cement plaster at
the external surface shall be paid for separately) :
   
  19.9.1.1 With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
each 11038.10
  19.9.1.2 With Sewer bricks conforming to IS : 4885 each 11033.75
19.10 Extra depth for circular type manhole 0.91m internal dia (at bottom)
beyond 0.91 m to 1.67 m
   
  19.10.1 With common burnt clay F.P.S. (non modular) bricks of
class designation 7.5
metre 6448.40
  19.10.2 With Sewer bricks conforming IS : 4885 metre 6474.15
19.11 Constructing brick masonry circular manhole 1.22 m internal dia at
bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4
coarse sand) inside cement plaster 12 mm thick with cement mortar
1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat
cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6
graded stone aggregate 40 mm nominal size) and making necessary
channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate 20 mm nominal size) finished with a floating
coat of neat cement, all complete as per standard design :
   
19.11.1 1.68 m deep with SFRC Cover and frame (heavy duty HD-
20 grade designation) 560 mm internal diameter conforming
to I.S. 12592, total weight of cover and frame to be not
less than 182 kg. fixed in cement concrete 1:2:4 (1 cement
: 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size) including centering, shuttering all complete.
(Excavation, foot rests and 12 mm thick cement plaster at
the external surface shall be paid for separately) :
   
  19.11.1.1 With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
each 21235.65
  19.11.1.2 With Sewer bricks conforming IS : 4885 each 21254.90
19.12 Extra depth for circular type manhole 1.22 m internal dia (at bottom)
beyond 1.68 m to 2.29 m :
   
  19.12.1 With common burnt clay F.P.S. (non modular) bricks of
class designation 7.5
metre 8368.40
  19.12.2 With Sewer bricks conforming IS : 4885 metre 8402.00
19.13 Constructing brick masonry circular manhole 1.52 m internal dia at
bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4
coarse sand) inside cement plaster 12 mm thick with cement mortar
1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat
cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6graded stone aggregate 40 mm nominal size) and making necessary
channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate 20 mm nominal size) finished with a floating
coat of neat cement, all complete as per standard design :
   
9.13.1 12.30 m deep with SFRC Cover and frame (heavy duty HD-
20 grade designation) 560 mm internal diameter conforming
to I.S. 12592, total weight of cover and frame to be not
less than 182 kg. fixed in cement concrete 1:2:4 (1 cement
: 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size) including centering, shuttering all complete.
(Excavation, foot rests and 12 mm thick cement plaster at
the external surface shall be paid for separately) :
   
  19.13.1.1 With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
each 45459.15
  19.13.1.2 With Sewer bricks conforming IS : 4885 each 45531.90
19.14 Extra depth for circular type manhole 1.52 m internal dia (at bottom)
beyond 2.30 m :
   
  19.14.1 With common burnt clay F.P.S. (non modular) bricks of
class designation 7.5
metre 19514.30
  19.14.2 With Sewer bricks conforming IS : 4885 metre 19601.35
19.15 Providing M.S. foot rests including fixing in manholes with
20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse
sand : 6 graded stone aggregate 20 mm nominal size) as per
standard design :
   
  19.15.1 With 20x20 mm square bar each 422.20
  19.15.2 With 20 mm diameter round bar each 383.70
19.16 Providing orange colour safety foot rest of minimum 6 mm thick
plastic encapsulated as per IS : 10910, on 12 mm dia steel bar
conforming to IS: 1786, having minimum cross section as 23 mmx25
mm and over all minimum length 263 mm and width as 165 mm with
minimum 112 mm space between protruded legs having 2 mm tread
on top surface by ribbing or chequering besides necessary and
adequate anchoring projections on tail length on 138 mm as per
standard drawing and suitable to with stand the bend test and
chemical resistance test as per specifications and having
manufacture’s permanent identification mark to be visible even after
fixing, including fixing in manholes with 30x20x15 cm cement
concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone
aggregate 20 mm nominal size) complete as per design.
each 463.05
19.17 Replacement of M.S. foot rests in manholes including dismantling
concrete blocks and fixing with 20x20x10 cm cement concrete blocks
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm
nominal size):
   
  19.17.1 With 20x20 mm square bar each 516.40
  19.17.2 With 20 mm diameter round bar each 477.90
19.18 Supplying and fixing C.I. cover without frame for manholes :    
  19.18.1 455x610 mm rectangular C.I. cover (light duty) the weight
of the cover to be not less than 23 kg
each 1326.25
  19.18.2 500 mm diameter C.I. cover (medium duty) the weight of the
cover to be not less than 58 kg
each 3202.90
  19.18.3 560 mm diameter C.I. cover (heavy duty) the weight of the
cover to be not less than 108 kg
each 6822.40
19.19 Providing and fixing in position pre-cast R.C.C. manhole cover and
frame of required shape and approved quality
   
19.19.1 1 L D- 2.5    
  19.19.1.1 Rectangular shape 600x450 mm internal
dimensions
each 1228.90
  19.19.1.2 Square shape 450 mm internal dimensions each 1027.25
  19.19.1.3 Circular shape 450 mm internal diameter each 1027.25
19.19.2 M D - 10    
  19.19.2.1 Square shape 450 mm internal dimension each 1230.60    
  19.19.2.2 Circular shape 500 mm internal diameter each 1035.60    
19.19.3 H D - 20    
  19.19.3.1 Circular shape 560 mm internal diameter each 1471.50
19.19.4 EHD - 35    
  19.19.4.1 Circular shape 560 mm internal dia each 1859.50
19.20 Supplying and fixing C.I. cover 300x300 mm without frame for gully
trap (standard pattern) the weight of cover to be not less than 4.5 kg
each 667.80
19.21 Making connection of drain or sewer line with existing manhole
including breaking into and making good the walls, floors with cement
concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size) cement plastered on both sides
with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a
floating coat of neat cement and making necessary channels for the
drain etc. complete :
   
  19.21.1 For pipes 100 to 250 mm diameter each 623.50
  19.21.2 For pipes 250 to 300 mm diameter each 717.30
  19.21.3 For pipes 350 to 450 mm diameter each  1035.45
19.22

Providing sand cast iron drop connection externally for 60 cm drop
from branch sewer line to main sewer manhole including inspection
and cleaning eye with chain and lid, sand cast iron drop pipe and
bend encased all-round with cement concrete 1:5:10 (1 cement : 5
fine sand : 10 graded stone aggregate 40 mm nominal size) with all
centering and shuttering required, cutting holes in walls and making
good with brick work in cement mortar 1:4 (1 cement : 4 coarse
sand) plastered with cement mortar 1:3 (1 cement : 3 coarse sand)
on inside of the manhole wall, lead caulked joints between sand
cast iron pipes and fittings, stiff cement mortar 1:1 (1 cement : 1fine sand) joints between sand cast iron tee and S.W. pipe, making
required channels complete as per standard design and
specifications :

   
  19.22.1 100 mm dia sand cast iron drop connection each 9334.20
  19.22.2 150 mm dia sand cast iron drop connection each 12833.35
19.23 Extra for depths beyond 60 cm of sand cast iron drop connection
complete:
   
  19.23.1 For 100 mm dia sand cast iron drop connection metre 2632.40
  19.23.2 For 150 mm dia sand cast iron drop connection metre 3418.90
19.24 Dismantling of manhole including R.C.C. top slab, C.I. cover with
frame, including stacking of useful materials near the site and disposal
of unserviceable materials within 50 m lead as per direction of
   
Engineer- charge :
  19.24.1 Rectangular manhole 90x80 cm and 45 cm deep each 1815.85
  19.24.2 Rectangular manhole 120x90 cm and 90 cm deep each 3196.30
  19.24.3 Rectangular arch type manhole 140x90 cm and 2.45 m
deep 
each 6046.60
  19.24.4 Circular manhole 122 cm diameter and 1.68 m deep each 4624.55
19.25 Extra for depth of manholes dismantled :    
  19.25.1 Rectangular manhole 90x80 cm and beyond 45 cm depth metre  1460.05
  19.25.2 Rectangular manhole 120x90 cm and beyond 90 cm depth metre 1739.35
  19.25.3 Rectangular arch type manhole 140x90 cm and beyond 2.45 m depth (up to 4.25 m depth) metre 1409.80
  19.25.4 Circular manhole 122 cm diameter and beyond 1.68 m
depth (up to 2.29 m depth)
metre 1590.55
19.26 Raising manhole cover and frame slab to required level including
dismantling existing slab and making good the damage as required
(Raising depth of manhole to be paid separately) :
   
  19.26.1 Rectangular manhole 90x80 cm with rectangular cover
600 x 450 mm of grade LD - 2.5
each 2457.95
  19.26.2 Rectangular manhole 120x90 cm with circular cover
500 mm dia of grade MD - 10
each 3871.15
  19.26.3 Rectangular manhole 120x90 cm with circular cover
560 mm dia of grade HD - 20
each 3600.25
  19.26.4 Circular manhole 140 cm dia with circular cover 600 mm
dia of grade EHD - 35
each 297.60
19.27 Constructing brick masonry road gully chamber 50x45x60 cm with
bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including
500x450 mm pre-cast R.C.C. horizontal grating with frame complete
as per standard design :
   
  19.27.1 With common burnt clay F.P.S. (non modular) bricks of
class designation 7.5
each 5209.10
19.28 Constructing brick masonry road gully chamber 45x45x77.5 cm with
bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) with precast
R.C.C. vertical grating complete as per standard design :
   
  19.28.1 With common burnt clay F.P.S. (non modular) bricks of
class designation 7.5
each 5794.85
19.29  Constructing brick masonry road gully chamber 110x50x77.5 cm
with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including
500x450 mm precast R.C.C. horizontal grating with frame and vertical
grating complete as per standard design :
   
  19.29.1 With common burnt clay F.P.S. (non modular) bricks of
class designation 7.5
each 9849.15
19.30 Constructing brick masonry chamber for underground C.I. inspection
chamber and bends with bricks in cement mortar 1:4 (1 cement : 4
coarse sand) C.I. cover with frame (light duty) 455x610 mm internal
dimensions, total weight of cover with frame to be not less than 38
kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab
with 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone
aggregate 20 mm nominal size), foundation concrete 1:5:10 (1
cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal
size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement
: 3 coarse sand), finished smooth with a floating coat of neat cement
on walls and bed concrete etc. complete as per standard design:
   
19.30.1 Inside dimensions 455x610 mm and 45 cm deep for single
pipe line :
   
  19.30.1.1 With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
each 6061.95
19.30.2 I nside dimensions 500x700 mm and 45 cm deep for pipe
line with one or two inlets: 
   
  19.30.2.1 With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
each 6879.00
19.30.3 Inside dimensions 600x 850 mm and 45 cm deep for pipe
line with three or more inlets :
   
  19.30.3.1 With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
each 8079.30
19.31 Extra for depth beyond 45 cm of brick masonry chamber :    
19.31.1 For 455x610 mm size    
  19.31.1.1 With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
metre 3979.10
19.31.2 For 500x700 mm size    
  19.31.2.1 With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
metre 5686.30
19.31.3 For 600x850 mm size    
  19.31.3.1 With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
metre 6626.55
19.32 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry
brick honey comb shaft with bricks and S.W. drain pipe 100 mm
diameter, 1.8 m long complete as per standard design.
   
  19.32.1 With common burnt clay F.P.S. (non modular) bricks of
class designation 7.5
each 25278.75
19.33 Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including
S.W. drain pipe 100 mm diameter and 1.20 m long complete as per
standard design.
each 2608.00
19.34 Providing and fixing S.W. intercepting trap in manholes with stiff
mixture of cement mortar 1:1 (1 cement : 1 fine sand) including
testing of joints etc. complete :
   
  19.34.1 100 mm dia each 365.65
  19.34.2 150 mm dia each 494.75
19.35 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C.
pipes including collars/spigot jointed with stiff mixture of cement
mortar in the proportion of 1:2 (1 cement : 2 fine sand) including
testing of joints etc. complete
   
  19.35.1 450 mm dia RCC pipes. metre 2323.90
  19.35.2 600 mm dia RCC pipes. metre 2984.55
  19.35.3 900 mm dia RCC pipes. metre 4695.35
  19.35.4 1000 mm dia RCC pipes. (Laying by manual/ machanical
means)
metre 5816.30
  19.35.5 1200 mm dia RCC pipes. (Laying by manual/ machanical
means)
metre 7726.75
  19.35.6 1800 mm dia RCC pipes. (Laying by manual/ machenical
means)
metre 14056.15
19.36 Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C.
pipes including collars/spigot jointed with stiff mixture of cement
mortar in the proportion of 1:2 (1 cement : 2 fine sand) including
testing of joints etc. complete
   
  19.36.1 450 mm dia RCC pipes. metre 2641.00
  19.36.2 600 mm dia RCC pipes. metre 3406.00
  19.36.3 900 mm dia RCC pipes. metre 6493.55
  19.36.4 1000 mm dia RCC pipes.(Laying by manual/ machanical
means)
metre 8064.05
  19.36.5 1200 mm dia RCC pipes. (Laying by manual/ machanical
means)
metre 9693.50
  19.36.6 1800 mm dia RCC pipes. (Laying by manual/ machanical
means)
metre  19571.00

****