Haryana Urban Development Authority Tender
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Costs
EMD
₹ 5,71,380Document Cost
₹ 3,000Tender Fee
₹ 1,180
Summary
Work Of Supply Laying Compacting And Consolidation Of Earth Gsb Wmm Dbm And Bc And Providing And Laying Of Di Water Supply Pipe Line S W Pipe Sewerage Line And Rcc Pipe Strom Water Drainage Lines Including Construction Of Manholes And Lampho
Description
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Contact
Tender Id
2025_HBC_427055_1Tender No
2025D050D055 6F42 46F1 A9A0 B1FDBEE9480B266HSVTender Authority
Haryana Urban Development Authority ViewPurchaser Address
-Website
http://https://www.hsvphry.org.in/
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Documents
BOQ Items
... More
17.6// Clearing and Grubbing Road Land . Construction of Embankment with Material obtained from Borrow pits NA Construction of Embankment
CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead
and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause
305 of MORT&H specifications.
21522.49
184
3960138.16
... More
17.14// Clearing and Grubbing Road Land . Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix method
Construction of granular sub-base by providing Material as per Grading III (Table 400-I of MORTandH 5th revision) mixing in a mechanical
mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting
with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORTandH specifications 3. Grading III
material
1462.38
1197
1750468.86
... More
17.24// Clearing and Grubbing Road Land . Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix
macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to
site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve
the desired density as per technical clause 406 of MORT&H specifications
1827.97
1174
2146036.78
... More
17.25// Clearing and Grubbing Road Land . Prime Coat @ 0.85kg per sqm 1. Prime Coat @ 0.60kg per sqm Providing and applying primer coat with
bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm
using mechanical means as per technical clause 503 of MORT&H specifications
6828.28
47
326733.2
... More
17.26// Clearing and Grubbing Road Land . Tack Coat 2. Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen
pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per
technical clause 503 of MORT&H specifications
6828.28
18
127006.01
... More
17.30// Clearing and Grubbing Road Land . Dense Graded Bituminous Macadam with Batch Type HMP 2. Dense Graded Bituminous Macadam 50
mm to 75 mm thickness (Grading II) Providing and laying 50mm - 75 mm dense graded bituminous macadam with 100-120 TPH batch type
HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG
30 @ 4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to
the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction
complete, as per technical clause No. 505 of MORT&H specifications Note-If bitumen required is more than 4.5% as per job mix formula, no
extra payment will be paid. Extra bitumen required will be considered as incidental to work.
341.41
7692
2626279.35
... More
17.31// Clearing and Grubbing Road Land . Bituminous Concrete with Batch type HMP 2. Bituminous Concrete 30 mm to 45 mm thickness (grading
II) with 100-120 TPH batch type HMP Providing and laying 30mm - 45 mm bituminous concrete with 100-120 TPH batch type hot mix plant
producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30
@ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the
required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete
as per technical clause 507 of per MORTH specifications Note-If bitumen required is more than 5.4% as per job mix formula, no extra
payment will be paid. Extra bitumen required will be considered as incidental to work.
204.85
9243
1893490.01
... More
34.2// Cast in Situ Cement Concrete M 20 Kerb with Channel
Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC
on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with
channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 1. Using Concrete Mixer
1858
387
719046
... More
34.15// Cautionary Sign Boards Advance Direction signboard 1200x1800 square as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D
4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4
to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm
angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to
ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications.
Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an
independent test laboratory conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012
2
18966
37932
... More
34.26// Cautionary Sign Boards Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads @ 250 gms per sqm area,
thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks
and holes.
412.4
542
223520.8
... More
4.14// Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m
in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and
disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil.
26.48
83
2197.84
... More
11.8// CEMENT PLASTER (IN COARSE SAND) 12 mm cement plaster of mix : 1. 1:4 (1 cement: 4 coarse sand)
22.14
114
2523.96
... More
11.14// CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a
floating coat of neat cement on the rough side of single or half brick wall.
28.9
176
5086.4
... More
7.21// B BRICK WORK Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement
mortar 1:6 (1 cement : 6 coarse sand)
5.86
3968
23252.48
... More
22.88// GI PIPES Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.
Internal work - Exposed on wall 1. 15 mm dia nominal bore
1146
171
195966
... More
22.162// C.I. SLUICE VALVES/ FIRE HYDRANTS and FIXTURES Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber
insertions etc. (the tail pieces if required will be paid separately) : 3.1. 150 mm diameter
Class I
2
7720
15440
... More
6.1// A CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the cost of centering
and shuttering - All work below plinth level and up to Floor IV level: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate
20 mm nominal size)
1.42
2911
4133.62
... More
6.14// D REINFORCED CEMENT CONCRETE Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of
centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded
stone aggregate 20 mm nominal size)
1.34
4374
5861.16
... More
6.30// I CENTRING AND SHUTTERING (FORM WORK) Centering and shuttering including strutting, propping etc. and removal of form for 3.
Suspended floors, roofs, landings, balconies and access platform
10.48
208
2179.84
... More
20.14// C FIXING OF C.I. VALVES HYDRANTS Providing and fixing cast iron double air valves of size given below marked with IS: 14845 including
carriage, loading, unloading stacking, handling, re-handling etc., drilling, tapping, screwing in valves connections complete in all respects to
the satisfaction of Engineer-in- charge. (Rate is same for 65mm/80mm/100 i/d pipes) 3. 100 mm i/d
2
2534
5068
... More
20.63// L FILTER MEDIA `Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS
pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as
per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per
Technical Specifications and as per direction of Engineer.
Note: E/W to be measured and paid separately.
` 2. 150 mm i/d
317
1867
592060.9
... More
20.64// L FILTER MEDIA Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade SandS
pipes as per IS:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as
per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per
Technical Specifications and as per direction of Engineer. Note: E/W to be measured and paid separately. 1. 100 mm i/d
2042
1147
2342582.4
... More
20.68// L FILTER MEDIA Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths Ductile Iron (DI) standard
specials plain /flanged/ socketed confirming to IS9523-2000 with rubber ring (EPDM/SBR) joints such as tees, bends, tapers, caps etc. with in
trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications
and as per direction of Engineer. 1. Up to 300mm dia
5897.5
64
377440
... More
4.16// Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of
bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including
consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.2.
All kind of soil Pipes, cables etc, exceeding 80 mm dia but not exceeding 300 mm dia.
2359
64
150976
... More
6.33// J STEEL REINFORCEMENT Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening,
cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire
etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different
diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and
annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in
the rates for reinforcement. 3. Cold twisted bars
127.8
68
8690.4
... More
4.12// Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width
as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineerin-charge. 1. All kinds of soil
961.11
78
74966.58
... More
21.28// C FIXING INCLUDING CARRIAGE Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour,
confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910
encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly
embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the
satisfaction of Engineer-in-charge
216
298
64368
... More
21.43// E SALT GLAZED STONEWARE PIPE SEWERS AND DRAINS Extra over the rate laid down in this schedule for cement concrete work more
making and finishing benching and complicated floor work in manholes, including formation of channels and bulldozing and smooth finishing
the surface accurately to template.
158.17
160
25307.2
... More
11.5// CEMENT PLASTER (IN FINE SAND) 12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand)
632.67
139
87941.13
... More
11.8// CEMENT PLASTER (IN COARSE SAND) 12 mm cement plaster of mix : 1. 1:4 (1 cement: 4 coarse sand)
450.96
114
51409.44
... More
11.9// CEMENT PLASTER (IN COARSE SAND) 15 mm cement plaster on rough side of single or half brick wall of mix: 1. 1:4 (1 cement: 4 coarse
sand)
623.55
139
86673.45
... More
11.52// RENDERING ON RCC SURFACE Cement rendering on plaster 1 mm thick
632.67
28
17714.76
... More
10.100// OTHER MISCELLANEOUS ITEMS USED FOR FLOORING 0 Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone
aggregate 40 mm size in foundation and plinth.
73.34
1863
136632.42
... More
7.20// B BRICK WORK Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar
1:4 (1 cement : 4 coarse sand)
206.33
4287
884536.71
... More
7.21// B BRICK WORK Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement
mortar 1:4 (1 cement : 4 coarse sand)
110.97
4128
458084.16
... More
21.93// N MANHOLE CHAMBERS Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the
same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling
etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening
72
1155
83160
... More
21.93// N MANHOLE CHAMBERS Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the
same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling
etc. complete in all respects to the satisfaction to the Engineer-in-charge. 3. Type:- Extra Heavy Duty Set (EHD-10) 560MM Clear Opening
191
772
147452
... More
21.94// N MANHOLE CHAMBERS Providing salt glazed stone ware pipes grade ‘A’ in standard length of 600 mm each pipe marked with IS: 651 and
their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 including the cost of jointing materials as well as
carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. 3. 200mm
i/d
1495
238
355810
... More
22.222// HDPE pipes for Drainage Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of
E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing. 1.1. Single Socket Type A
160mm o/d SWR UPVC pipe lines laid complete
2481
447
1109007
... More
6.1// A CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the cost of centering
and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate
20 mm nominal size)
18.19
3476
63228.44
... More
6.1// A CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the cost of centering
and shuttering - All work below plinth level and up to Floor IV level: 3. 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate
40 mm nominal size)
79.77
3426
273292.02
... More
6.1// A CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the cost of centering
and shuttering - All work below plinth level and up to Floor IV level: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate
20 mm nominal size)
314.61
2911
915829.71
... More
6.14// D REINFORCED CEMENT CONCRETE Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of
centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded
stone aggregate 20 mm nominal size)
92.99
4374
406738.26
... More
6.30// I CENTRING AND SHUTTERING (FORM WORK) Centering and shuttering including strutting, propping etc. and removal of form for 3.
Suspended floors, roofs, landings, balconies and access platform
184.26
208
38326.08
... More
20.91// BOKKY TYPE SHELLO TUBWELL Providing and Lowering 225 mm outer dia UPVC pipe threaded (10kg/CM2) duly ISI marked IS Code
12818:1992 complete in all respect as per directions of Engineer-in-charge
448
1264
566272
... More
4.16// Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of
bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including
consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.2.
All kind of soil Pipes, cables etc, exceeding 80 mm dia but not exceeding 300 mm dia.
4424
64
283136
... More
6.33// J STEEL REINFORCEMENT Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening,
cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire
etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different
diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and
annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in
the rates for reinforcement. 3. Cold twisted bars
9368.85
68
637081.8
... More
4.12// Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width
as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineerin-charge. 1. All kinds of soil
304.83
78
23776.74
... More
21.28// C FIXING INCLUDING CARRIAGE Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour,
confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910
encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly
embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the
satisfaction of Engineer-in-charge
225
298
67050
... More
11.8// CEMENT PLASTER (IN COARSE SAND) 12 mm cement plaster of mix : 1. 1:4 (1 cement: 4 coarse sand)
375.44
114
42800.16
... More
11.9// CEMENT PLASTER (IN COARSE SAND) 15 mm cement plaster on rough side of single or half brick wall of mix: 1. 1:4 (1 cement: 4 coarse
sand)
519.12
139
72157.68
... More
7.21// B BRICK WORK Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement
mortar 1:4 (1 cement : 4 coarse sand)
103.05
4128
425390.4
... More
22.168// STONE WARE PIPES AND FITTINGS 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 : 3. 250 mm dia. R.C.C. pipe
475
463
219925
... More
21.87// M Masonry Chambers Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including
dressing of beds and sides of chambers to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item No.10.6) in
foundations 1st class brick work laid in cement sand mortar 1:5, 40 mm thick cement concrete 1:2:4 topping inside the chamber with a
floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat
cement not less than 12mm in thickness of 1:2 cement sand plaster and finished with floating coat of neat cement 1 mm thick left absolutely
smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coal tar (as
Specified in item No. Item 21.48) complete to the requirement of the Engineer in-charge 1.1. Single road gully chamber - Size: 610mm x
457mm x 800mm
55
3237
178035
... More
21.87// M Masonry Chambers Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including
dressing of beds and sides of chambers to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item No.10.6) in
foundations 1st class brick work laid in cement sand mortar 1:5, 40 mm thick cement concrete 1:2:4 topping inside the chamber with a
floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat
cement not less than 12mm in thickness of 1:2 cement sand plaster and finished with floating coat of neat cement 1 mm thick left absolutely
smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coal tar (as
Specified in item No. Item 21.48) complete to the requirement of the Engineer in-charge 2.1. Double Road Gully Chamber - Size 1448mm x
457mm x 800mm
20
5338
106760
... More
21.95// N MANHOLE CHAMBERS Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed
joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site
in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of
concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end
dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and
finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage
loading and unloading complete in all respects. the internal diametric of the sewer being: 2. 400 mm
1473
1438
2118174
... More
6.1// A CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the cost of centering
and shuttering - All work below plinth level and up to Floor IV level: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate
20 mm nominal size)
47.3
2911
137690.3
... More
6.14// D REINFORCED CEMENT CONCRETE Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of
centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded
stone aggregate 20 mm nominal size)
31.14
4374
136206.36
... More
6.30// I CENTRING AND SHUTTERING (FORM WORK) Centering and shuttering including strutting, propping etc. and removal of form for 3.
Suspended floors, roofs, landings, balconies and access platform
191.94
208
39923.52
... More
4.16// Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of
bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including
consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.3.
All kind of soil Pipes, cables etc, exceeding 300 mm dia but not exceeding 600 mm dia.
1473
131
192963
... More
6.33// J STEEL REINFORCEMENT Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening,
cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire
etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different
diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and
annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in
the rates for reinforcement. 3. Cold twisted bars
3844
68
261392
... More
N.S.// ANALYSIS OF RATE FOR PROVIDING and FIXING OF PLOT INDICATOR SIZE 1’ X 2’
32
1405
44960
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