Rajiv Gandhi Housing Corporation Limited Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Rajiv Gandhi Housing Corporation Limited - RGRHCL Tender
Civil Works Roads
Opening Date16 Dec 2021
Closing Date17 Jan 2022
Tender Amount₹ 11,97,32,652
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
RGRHCL/2021-22/RD/WORK_INDENT72Bid Award Id
ViewTender No
RGRHCL/2021-22/RD/WORK_INDENT72Tender Authority
Rajiv Gandhi Housing Corporation Limited ViewPurchaser Address
-Website
http://https://ashraya.karnataka.gov.in/Static/AboutUs_Eng.aspx
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Add Tp 4.98%
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KSRRB 300-2. Earthwork excavation by manual means in hard soil involving an average horizontal throw upto 2 meters and an average lift upto 0.5 m, excavated surface leveled and sides neatly dressed, the disposed earth to be leveled neatly after breaking of clods complete as per specifications. MORTH / Chapter 3
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For 60m wide Road ( Drainage )
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For RCC drain
1572.48
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Deduct approach road
-118.3
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Deduct approach road
-50.96
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For Utility duct
4445.28
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Cross utility duct chambers at every 30mtrs
3292.8
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For Median Kerb Wall
1140.48
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For 24m wide Road
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For RCC drain
1230.32
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Deduct approach road
-4.2
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for Utility duct
3478.02
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Cross Utility Duct chambers at every 30mtrs
1034.88
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For Median Kerb Wall
892.32
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For 60m Road
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Culverts
157.3
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Culverts
67.76
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For 24m wide road
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Culverts
72.6
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For Highmast footing
8.64
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Box culvert to nala
201.6
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Pg No 143 It No 19.2 of PWD SR 2018-19
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Add Tp 4.98%
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KSRRB M2100-10: Providing and laying in position plain cement concrete of mix 1:3:6 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @ 0.89 cum and fine aggregates @ 0.46 cum, in foundation mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days including cost of all materials, labour, HOM of machinery, curing, formworks, scaffolding and centering complete as per specifications
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For 60m Wide Road
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For RCC drain
120.96
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Deduct approach road
-9.1
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Deduct approach road
-3.92
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For Utility duct
138.24
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Cross utility duct chambers at every 30mtrs
134.4
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Median Kerb Wall
69.12
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For footpath LHS & RHS
116.64
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For 24m wide Road
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For RCC drain
94.64
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Deduct approach road
-4.2
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For Utility duct
108.16
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Cross utility duct chambers at every 30mtrs
42.24
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Median Kerb Wall
54.08
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For footpath LHS& RHS
91.26
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For 60m Wide Road
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Culverts
11.05
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Culverts
4.76
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For 24m wide road
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Culverts
5.1
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Box culvert to nala
5.04
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For Highmast footing
0.86
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@ Nala Portion
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Culvert Raft
4.8
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Pg No 222 It No 27.18 of PWD SR 2018-19
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Add Tp 4.98%
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Providing laying palin / reinforced cement concrete for side drains using M20 nominal mix concrete with OPC at 300kgs with 20mm and downsize granite metal coarse aggregates at 0.69 cum and fine aggregates at 0.43 cum machine mixed, well compacted for walls and bottom including centering shuttering cost of materials, HOM of machinery, curing etc., complet excluding cost of steel as per MORTH specification No. 1500,1700,2200 including cost of materials, labour, HOM complete as per specifications wall & bottom thickness 15cm
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For 60m Wide Road
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For RCC drain Raft
155.52
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Deduct approach road
-11.7
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Deduct approach road
-5.04
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Median Kerb Wall
77.76
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Walls
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For RCC drain Raft
155.52
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Deduct approach road
-23.4
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Deduct approach road
-10.08
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Median Kerb Wall
103.68
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Top slab
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For RCC drain Raft
155.52
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Deduct approach road
-11.7
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Deduct approach road
-5.04
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For 24m wide road
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Raft
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For RCC drain Raft
121.68
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Deduct approach road
-5.4
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Median Kerb Wall
60.84
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Walls
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For RCC drain Raft
121.68
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Deduct approach road
-43.2
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For Median U Shape Channel
81.12
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Top slab
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For RCC drain Raft
121.68
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Deduct approach road
-5.4
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Pg No 271 It No 37.59.2 of PWD SR 2018-19
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Add Tp 4.98%
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Wrought iron and mild steel welded work KSRRB M300-18. Wrought iron and mild steel welded work (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately complete as per specifications.
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For RCC drain Raft
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Gratings side of the drains
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for 60m road at every 10m interval
7.74
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0.3x0.3 size=0.09 sqm
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for 24m road at every 10m interval
6.12
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0.3x0.3 size=0.09 sqm
13.86
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at 35kg/sqm
485.1
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Pg No 150 It No 19.97 of PWD SR 2018-19
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Add Tp 4.98%
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KSRRB M2200-5.12.Design mix M25 with OPC cement @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 - i) Upto 5m height
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For 60m Wide Road
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For Utility duct
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Bottom Raft
241.92
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Cross utility duct chambers at every 30mtrs
235.2
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Walls
1058.4
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Less for Cross Utility Duct
-5.67
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Utility Chmaber @ Median
9.58
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Top Slab
2.27
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For 24m wide road
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for Utility duct
189.28
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Cross Utility Duct chambers at every 30mtrs
73.92
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Walls
811.2
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Less for Cross Utility Duct
-4.46
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For 60m Wide Road
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Culvert
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Culvert
19.5
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Walls
13.65
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Culvert
8.4
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Walls
5.88
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For 24m wide road
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Culvert Raft
9
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Culvert @ Nala Portion
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Culvert Raft
9.12
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Walls
28.8
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Haunch Concrete
0.27
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For Highmast footing
3.07
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Pg No 227 It No 28.7.12 of PWD SR 2018-19
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Add Tp 4.98%
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KSRRB M2200-5.15. design mix M30 with OPC cement @ 360kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 - i) Upto 5m heigh
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For 60m Wide Road
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Top Slab
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For Utility duct
324
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Cross utility duct chambers at every 30mtrs
282.73
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Less for Chmaber @ Median
-3.78
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24.0m road
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Top Slab
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For Utility duct
253.5
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Cross utility duct chambers at every 30mtrs
83.55
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Culverts 60.0m road Top Slab
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Culverts 24.0m road Top Slab
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Culvert @ Nala Portion
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Top Slab
11.4
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Pg No 228It No 28.7.15 of PWD SR 2018-19
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Add Tp 4.98%
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KSRB 4-6.3: Providing and Removing centering, shuttering, strutting, propping etc., and removal of romwork for flat surface such as suspended floors, roofs, landings, balconies and likes, thickness above 200mm including cost of all materials, labour complete as per specifications.
Specifcation No KBS 4.6.2
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60M Road
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RCC Drain
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Drain Raft
( 2*0.15 = 0.3 )
259.2
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Deduct Approach Road
-28.5
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Deduct Approach Road
-8.4
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Drain Wall
( 2*0.6 = 1.8 )
1036.8
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Deduct Approach Road
-114
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Deduct Approach Road
-33.6
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Top Slab
1296
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Deduct Approach Road
-142.5
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Deduct Approach Road
-42
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Median Kerb Wall
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Raft
( 2*0.15 = 0.3 )
259.2
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Side Wall
( 2*1.2 = 2.4 )
2073.6
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Cross Utility Duct Chamber
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Raft
( 2*0.2 = 0.4 )
336
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Side Wall
( 2*0.9 = 1.8 )
1454.04
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Top Slab
1534.82
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Culvert
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Raft
( 2*0.2 = 0.4 )
26
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Side Wall
( 4*.7 = 2.8)
182
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Top Slab
117
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Raft
( 2*0.2 = 0.4 )
11.2
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Side Wall
( 4*.7 = 2.8)
78.4
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Top Slab
50.4
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Utility Duct
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Raft
(2*0.2=0.4)
345.6
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Side Wall
(4*2.45=9.8)
2116.8
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Deduct for Cross Utility Duct Chamber
-45.36
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Top Slab
1036.8
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Median Utility Chamber
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Side Wall
( 2.4*2=4.8)
63.84
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Top Slab
19.85
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Culvert @ Nala Portion
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Raft
( 2*0.2 = 0.4 )
4.8
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Side Wall
( 4*3 = 12)
144
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Top Slab
51.6
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24M Road
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RCC Drain
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Drain Raft
( 2*0.15 = 0.3 )
202.8
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Deduct Approach Road
-9
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Drain Wall
( 2*0.9 = 1.8)
1216.8
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Deduct Approach Road
-54
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Top Slab
1014
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Deduct Approach Road
-45
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Median Kerb Wall
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Raft
( 2*0.15 = 0.3 )
202.8
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Side Wall
( 2*1.2 = 2.4 )
1622.4
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Cross Utility Duct Chamber
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Raft
( 2*0.2 = 0.4 )
95.48
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Side Wall
( 4*0.9 = 3.6)
859.32
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Top Slab
453.53
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Utility Duct
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Raft
(2*0.2=0.4)
270.4
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Side Wall
(4*2.45=9.8)
1656.2
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Deduct for Cross Utility Duct Chamber
-35.64
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Top Slab
811.2
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Culvert
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Raft
( 2*0.2 = 0.4 )
12
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Side Wall
( 4*0.7=2.8)
84
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Top Slab
54
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For High Mass Footing
2.56
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Retaining Wall
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For 24m Road
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Shear Key ( 1.5*2 = 3)
357
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Foundation ( 0.75*2=1.5)
178.5
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Retaining Wall Stem ( 2*3.5 = 7)
833
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Total
21865.94
8062844
368.74
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Add Tp 4.98%
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Height above 3.5mtrs
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For 24m Road
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Retaining Wall Stem ( 2*3.5 = 7)
833
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Add Tp 4.98%
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Height 3.5 to 7.0 mtrs
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For 24m Road
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Retaining Wall Stem ( 2*3.5 = 7)
833
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Add Tp 4.98%
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Height 7.0 to 10.5 mtrs
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For 24m Road
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Retaining Wall Stem ( 2*3.5 = 7)
833
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Add Tp 4.98%
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Height 10.50 to 14.0 mtrs
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For 24m Road
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Retaining Wall Stem ( 2*3.5 = 7)
833
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Add Tp 4.98%
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Height 14.0 to 17.50 mtrs
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For 24m Road
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Retaining Wall Stem ( 2*3.5 = 7)
833
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Add Tp 4.98%
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Height 17.50 21.0 mtrs
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For 24m Road
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Retaining Wall Stem ( 2*0.5 = 1)
119
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Add Tp 4.98%
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KSRRB M2200-6. Providing TMT steel reinforcement Fe500 for R.C.C work including straightening, cutting, bending, hooking, palcing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining memebrs wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. MORTH specification No 1600 & 2200
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Consider 75 Kgs/cum for item No. only RCC Drain Qty
77.56
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Consider110 Kgs/cum for item No. only RCC Duct and Culverts Qty
458.22
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For Retaining wall Qty consider 125kg/cum
362.58
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Pg No 229 It No 28.8.2 of PWD SR 2018-19
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Add Tp 4.98%
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Supplying and fixing 2mm thick perforated cable GI tray with on existing MS angle support using necessary GI bolts/nuts and washer or welding as required Size 450x75mm
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For utility duct racks
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for ducts& extra length
250
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Add Tp 4.98%
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Providing and laying/fixing cement base, precast, pre polished cement concrete, designer tiles 25mm thick for flooring conforming to IS 1237 heavy duty tiles for flooring, treads of steps and landing, laid on a bed of 12mm thick cement mortar 1:3 mis finished with flush pointing using white cement, including cost of materials, including cutting, griding the edge to half/full round wherever required, labour, curing complete as per specification
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For 60m wide road
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For footpath LHS& RHS
583.2
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deduct chambers
-25.2
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For 24m wide road
-
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For footpath LHS& RHS
456.3
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deduct chambers
-19.8
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Pg No 112 It No 14.62 of PWD SR 2018-19
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Add Tp 4.98%
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Supplying of Red soil (New Earth Filling):Supplying of Good quality Red soil for Gardening and Growing of plants shrubs etc.,including the %weightage given to B.B.M.P.area
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for 24m wide road
912.6
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for 60m wide road
1166.4
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Rate from revised schedule of Rates Landscape Development works
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Add Tp 4.98%
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Planting of Shrubs in Isolated plants aigging of pits of size 0.45mX0.45mX0.45m and Filling up to 50% of the pits top excavated soil and Remaining 50% withmixture of sand (0.07cum),Fym(0.014cum),Red earth(0.021 cum)(i.e in the proportion of 1:2:3 & planting with well established plants.exclusive of cost of plants & inclusive of ingredients
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24m wide road at every 3.0m
230
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60m wide road at every 3.0m
300
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Rate from revised schedule of Rates Landscape Development works
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Add Tp 4.98%
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Planting of Trees a.)Cost of the plant 5' to 10' hieght
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24m wide road at every 3.0m
230
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60m wide road at every 3.0m
450
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Rate from revised schedule of Rates Landscape Development works
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Add Tp 4.98%
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Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal KSRRB M300-14. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location and complete as per specifications. MORTH Specification No.301
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For Roads
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As per Earthwork calculation sheet
595700.12
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60M wide road including
4328.64
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24M wide road
-
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As per Earthwork calculation sheet
104396.04
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Main road from 60-291
1081.08
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As per Earthwork calculation sheet
-
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Existing Approach Road to 9A
326.48
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For 60m road
-
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Foundation for RW
-
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For Toe
-
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shear key
-
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RW around the temple
-
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For Toe
-
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shear key
-
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For 24m road
-
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-
... More
Foundation for RW
4284
-
-
... More
For Toe
892.5
-
-
... More
shear key
178.5
-
-
... More
Deduct 45% for Soft rock
-321751.51
-
-
... More
Deduct 5% for Hard rock
-35750.17
-
-
... More
Pg No 143 It No 19.15 of PWD SR 2018-19
-
-
-
... More
Add Tp 4.98%
-
-
-
... More
KSRRB 300-5. Excavation in soft rock with blasting for formation of roads including stacking neatly, to uniform line and level including cost of explosives, labour, HOM of machineries and equipments complete as per specifications. (with all lead and lift) MORTH / Chapter 3
-
-
-
... More
For Roads
-
-
-
... More
Pg No 143 It No 19.5of PWD SR 2018-19
-
-
-
... More
Add Tp 4.98%
-
-
-
... More
KSRRB 300-7. Excavation in hard rock by blasting for formation of roads including stacking to uniform line and level as directed by the engineer including cost of explosives, labour, HOM of machineries and equipments complete as per specifications. (with all lead and lift) MORTH / Chapter 3
-
-
-
... More
For Roads
-
-
-
... More
Pg No 143 It No 19.7of PWD SR 2018-19
-
-
-
... More
Add Tp 4.98%
-
-
-
... More
KSRRB 300-Compaction KSRRB 300-58. Compaction of original ground with maximum of 6 passes of 8 to 10 tonnes power roller including filling in depression occuring during rolling including cost of all labour, HOM of machinery complete as per specifications. MORTH / Chapter 3
-
-
-
... More
For road
-
-
-
... More
for 60m road
7214.4
-
-
... More
For 24m road
2636.4
-
-
... More
Approach Road to 9A
6360
-
-
... More
Pg No 8 It No 19.64of PWD SR 2018-19
-
-
-
... More
Add Tp 4.98%
-
-
-
... More
KSRRB M300-Construction of Embankment with Material deposited from Roadway cutting. KSRRB M300-54. Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2 complete asper specifications.which includes , watering charges & compaction by vibratory roller) MORTH Specification No. 305
-
-
-
... More
For 60m road
-
-
-
... More
AS per earth work calculation sheet
16064.25
-
-
... More
For 24m road
-
-
-
... More
from 0-60 E/w direction as per earth work calculation sheet
14786.82
-
-
... More
for 60m road
-
-
-
... More
For 24m road
-
-
-
... More
For Existing Approach Road
As per Earth Work Calculation Sheet
9271.54
-
-
... More
Retaining Wall @ 60 M, 24M & Around the Temple
-
-
-
... More
60M Road
-
-
-
... More
24M Road
5890.5
-
-
... More
Around Temple
-
-
-
... More
For Shoulders at Sides of Road
-
-
-
... More
For 60M Road
549.5
-
-
... More
For 24M Road
429.94
-
-
... More
Pg No 147 It No 19.61of PWD SR 2018-19
-
-
-
... More
Add Tp 4.98%
-
-
-
... More
KSRRB M400-6.2: Construction of granular sub-base Grading-V as sub base and drainage layer by providing course graded crushed aggregates of granite/trap/basalt/ material mixing in a mechanical mix plant at OMC, carriage of mixed material to work site,dpreading in uniform layers with motor grader on prepeared surface and compacting with vibratory roller to achieve the desired density, complete as per specifications. A Plant Mix methad For Grading II Material (P.No.153, I.No.20.5of PW,P&IWTD SR 2018-19)
-
-
-
... More
60.0M wide road
-
-
-
... More
Main carriage way
1213.06
-
-
... More
24.0 wide road
-
-
-
... More
Main carriage way
492.8
-
-
... More
Existing Approach Road
744.12
-
-
... More
Approach road for 24M
42.12
-
-
... More
Approach road for 60M
91.26
-
-
... More
Pg No 153 It No 20.5 PWD SR 2018-19
-
-
-
... More
Add Tp 4.98%
-
-
-
... More
Providing, laying, spreading and compacting crushed stone aggregates of granite / trap / basalt to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed method of 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 complete as per specifications. MORTH Specification No. 406
-
-
-
... More
60.0M wide road
-
-
-
... More
Main carriage way
1620
-
-
... More
below footpath
86.4
-
-
... More
24.0 wide road
-
-
-
... More
Main carriage way
684.45
-
-
... More
below footpath
84.5
-
-
... More
Existing Approach Road
1033.5
-
-
... More
Approach road for 60M
126.75
-
-
... More
Approach road for 24M
58.5
-
-
... More
Pg No 155 It No 20.18 of PWD SR 2018-19
-
-
-
... More
Add Tp 4.98%
-
-
-
... More
KSRRB M500-6. Providing and applying primer coat with S.S. bitumen emulsion on prepared surface of granular base such as WMM including cleaning of road surface and spraying primer at the rate of 0.60 kg / sqm using mechanical means complete as per specifications. MORTH Specification No. 502
-
-
-
... More
60.0M wide road
-
-
-
... More
Service road& cycle track area
6480
-
-
... More
24.0 wide road
-
-
-
... More
Main carriage way
2535
-
-
... More
Entrance road
-
-
-
... More
Main carriage way
3975
-
-
... More
Approach road for 60M
487.5
-
-
... More
Approach road for 24M
234
-
-
... More
Pg No 158 It No 21.6 of PWD SR 2018-19 & Issue Rates as on 01.01.2021
-
-
-
... More
Add Tp 4.98%
-
-
-
... More
KSRRB 500-7. Providing and applying tack coat using 80/100 grade bitumen(VG10) on the prepared black topped surfaces at 2.5 kg per 10 sqm, heating bitumen in boiler fitted with spray set (excluding cleaning of road surface) including cost of all materials, labour, HOM of machineries complete as per specifications. MORTH/Chapter 5
-
-
-
... More
FOR DBM
-
-
-
... More
60.0M wide road
-
-
-
... More
Service road& cycle track area
6480
-
-
... More
24.0 wide road
-
-
-
... More
Main carriage way
2535
-
-
... More
Entrance road
-
-
-
... More
Main carriage way
3975
-
-
... More
Final Rate
487.5
-
-
... More
Approach road for 24M
225
-
-
... More
FOR BC
-
-
-
... More
60.0M wide road
-
-
-
... More
Service road& cycle track area
6480
-
-
... More
24.0 wide road
-
-
-
... More
Main carriage way
2535
-
-
... More
Entrance road
-
-
-
... More
Main carriage way
3975
-
-
... More
Approach road for 60M
487.5
-
-
... More
Approach road for 24M
225
-
-
... More
Pg No 158 It No 21.7 of PWD SR 2018-19 Issue Rates as on 01.01.2021
-
-
-
... More
Add Tp 4.98%
-
-
-
... More
KSRRB M500-17. Providing and laying dense graded bituminous macadam using crushed aggregates of specified grading, premixed with VG30 grade bituminous binder and, transporting the hot mix to work site, laying to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH table 500-10 complete in all respects complete as per specifications.. MORTH Specification No. 507 - using 40/60 TPH capacity H.M.P. with Mechanical paver Gr-II (50 mm to 75 mm) with 4.5 % VG-30 Bitumen
-
-
-
... More
for DBM
-
-
-
... More
60.0M wide road
-
-
-
... More
Service road& cycle track area
388.8
-
-
... More
24.0 wide road
-
-
-
... More
Main carriage way
152.1
-
-
... More
Entrance road
-
-
-
... More
Main carriage way
238.5
-
-
... More
Approach road for 60M
29.25
-
-
... More
Approach road for 24M
14.04
-
-
... More
Pg No 160 It No 21.17.6 of PWD SR 2018-19 Issue Rates as on 01.01.2021
-
-
-
... More
Add Tp 4.98%
-
-
-
... More
Providing and laying bituminous concrete 40mm thick with hot mix plant, using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects complete as per specifications. Clause 507 of MORTH V revision as per IRC SP-53-2015. – do – using 40-60 TPH capacity HMP with mechanical paver grading II (30-45mm) with 5.4 % of modified bituminus binder consisting of 4.97% of VG-30 bitumen (60/70 grade) and 0.43% of plastomeric thermoplastics (waste plastic)(KPWD SR 2018-19, Page No.162, Item No.21.78.12)
-
-
-
... More
60.0M wide road
-
-
-
... More
Service road& cycle track area
259.2
-
-
... More
24.0 wide road
-
-
-
... More
Main carriage way
101.4
-
-
... More
Entrance road
-
-
-
... More
Main carriage way
159
-
-
... More
Approach road for 60M
19.5
-
-
... More
Approach road for 24M
9
-
-
... More
Pg No 162 It No 21.78.12 of PWD SR 2018-19 & Issue Rates as on 01.01.2021
-
-
-
... More
Add Tp 4.98%
-
-
-
... More
Providing and fixing pre cast solid cement concrete kerb stones made out of CC 1:2:4 with top and bottom width 114 and 165 mm respectively, 400mm high and 450mm in length finished with CM 1:3 plastering and finishing cutting including formwork, curing, including cost of materials, labour charges of machinery, loading and unloading, lead and lift, transportation ete.,complete
-
-
-
... More
60.0M wide road
-
-
-
... More
for main rod
1920
-
-
... More
24.0M wide road
-
-
-
... More
for main rod
1502
-
-
... More
Pg No 27 It No 5.30 of PWD SR 2018-19
-
-
-
... More
Add Tp 4.98%
-
-
-
... More
KSRRB 800-1. Painting two coats after filling the surface with synthetic enamel paint in approved shades on new plastered concrete surfaces, with materials, labour complete as per specifications. MORTH Chapter 8
-
-
-
... More
60.0M wide road
-
-
-
... More
for main rod
302.4
-
-
... More
24.0M wide road
-
-
-
... More
for main rod
236.6
-
-
... More
Pg No 180 It No 24.1 of PWD SR 2018-19
-
-
-
... More
Add Tp 4.98%
-
-
-
... More
KSRRB M800-13.Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 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 complete as per specifications. MORTH Specification No. 803
-
-
-
... More
60.0M wide road
-
-
-
... More
for main rod
259.2
-
-
... More
24.0M wide road
-
-
-
... More
for main rod
102
-
-
... More
Approach Road
-
-
-
... More
for main rod
159
-
-
... More
Approach road for 60M
19.5
-
-
... More
Approach road for 24M
9
-
-
... More
Pg No 182 It No 24.15 of PWD SR 2018-19
-
-
-
... More
Add Tp 4.98%
-
-
-
... More
KSRRB M800-4. Direction and Place Identification Signs with size more than 0.9 sqm Size Board:-Manufacturing, supply and installation of retro- reflectorised cautionary, mandatory and informatory signboards made out of cube corner micro prismatic grade sheeting confirming to type XI standards of IRC :67:2012 specifications & fixed over 4 mm thick aluminium composite panel sheet having minimun 0.30 thick aluminium skin on both sides & fixed over a support frame of 25x25x3 mm MS angle and mounted on 75mm dia OR 75x75x6mm Mild steel angle of total height 2.70m with clear height of not less than 2.10 m from the ground level to the bottom of the sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and white colour with brands of 30 cm height alternatively firmly fixed to the ground by means of foundation with M20 grade cement concrete of 45 cm x45 cm x 60 cm including cost & conveyance of all materials, equipment, machinery & labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by engineer in charge. 10 years warranty for retro reflective sheeting from the original sheeting manufacturer as per clause 6.9 in IRC 2012 & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be obtained from the supplier.
-
-
-
... More
60.0m wide road
2.88
-
-
... More
24.0m wide road
1.44
-
-
... More
Approach Road
1.44
-
-
... More
Pg No 180 It No 24.4 of PWD SR 2018-19
-
-
-
... More
Add Tp 4.98%
-
-
-
... More
Supply and fixing of Retro Reflective Single Arrow Sign Road Name sign Board of size 1600mm X 900mm made out of retro reflective sheeting confirming to Type XI standards of ASTM D 4956-09 & as per IRC 672012 for full back grouind of blue colour & white letters and fixed over 4mm thick Aluminium Composite Material sheet having minimum 0.5mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame SS angle of 15mm X 20mm X 1.2mm, supported by 38mm OD stainless steel pipe all around in 304 grade and 2 nos of vertical posts of 50mm OD stainless ateel pipe of 202 grade firmly fixed to the ground by means of properly designed foundation of size 450mm X 450mm X 600mm in 1:1.5:3 ratio cement concrete . The background shall be blue in colour with letters and border in white, the item includes earthwork excavation, cost of all materials, loading unloading, lead, lift, transportation etc., complete as per direction of engineer incharge of the work clause 6.9 of IRC 67-2012 for type XI retro reflective sheeting from the sheeting manufacturer & certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 including outdoor weather exposure report for the retro reflective sheeting offered shall be submitted by the contractor for technical qualification in the tender
-
-
-
... More
60.0m wide road
5.76
-
-
... More
24.0m wide road
5.76
-
-
... More
For Approach Road
5.76
-
-
... More
Pg No 190 It No 24.59 of PWD SR 2018-19
-
-
-
... More
Add Tp 4.98%
-
-
-
... More
KSRB 2.8 : Providing and Filling in foundation with granite / trap broken metal 100mm. and down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. No. KBS
-
-
-
... More
for 60.0m road temple area
-
-
-
... More
retaining wall
-
-
-
... More
Foundation
-
-
-
... More
RW around the temple
-
-
-
... More
For Toe
-
-
-
... More
For 24 m Road
-
-
-
... More
retaining wall
202.3
-
-
... More
Foundation
14.28
-
-
... More
Total Qty
216.58
541855
2501.87
... More
Pg No 7 It No 2.15 of PWD SR 2018-19
-
-
-
... More
Add Tp 4.98%
-
-
-
... More
KSRB 4-1.2 : Providing and laying in position plain cement concrete of mix 1:3:6 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregates @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2
-
-
-
... More
For 60m Road
-
-
-
... More
For 60 m Road around temple
-
-
-
... More
Heal
-
-
-
... More
shear key
-
-
-
... More
RW around the temple
-
-
-
... More
For Toe
-
-
-
... More
For 24 m Road
-
-
-
... More
Heal
151.73
-
-
... More
shear key
17.85
-
-
... More
Pg No 13 It No 4.2 of PWD SR 2018-19
-
-
-
... More
Add Tp 4.98%
-
-
-
... More
KSRRB M2200-5.12.Design mix M25 with OPC cement @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 - i) Upto 5m height
-
-
-
... More
Retaining wall
-
-
-
... More
retaining wall Shear key
-
-
-
... More
Foundtion
-
-
-
... More
For 24.0m road
-
-
-
... More
retaining wall Shear key
142.8
-
-
... More
Foundtion
758.63
-
-
... More
Up to 5m ht from ground
-
-
-
... More
retaining wall stem
-
-
-
... More
Retaining wall around temple
-
-
-
... More
retaining wall stem
-
-
-
... More
For 24.0m road
-
-
-
... More
retaining wall Shear key
-
-
-
... More
Heal
-
-
-
... More
Up to 5m ht from ground
-
-
-
... More
retaining wall stem
-
-
-
... More
Pg No 227 It No 28.7.12 of PWD SR 2018-19
-
-
-
... More
Add Tp 4.98%
-
-
-
... More
KSRRB M2200-5.15. design mix M30 with OPC cement @ 360kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 - i) Upto 5m heigh
-
-
-
... More
for 60.0m road
-
-
-
... More
Above 5.0m hieght
-
-
-
... More
retaining wall stem
-
-
-
... More
For 24.0m road
-
-
-
... More
Up to 5m ht from Raft
714
-
-
... More
Up to 10m ht
595
-
-
... More
Pg No 228It No 28.7.15 of PWD SR 2018-19
-
-
-
... More
Add Tp 4.98%
-
-
-
... More
KSRRB M2200-5.12.Design mix M25 with OPC cement @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 -Above 10m hieght
-
-
-
... More
for 60.0m road
-
-
-
... More
Above 10.0m hieght
-
-
-
... More
retaining wall stem
-
-
-
... More
For 24.0m road
-
-
-
... More
Up to 15m ht
476
-
-
... More
Up to 18m ht
214.2
-
-
... More
Pg No 227 It No 28.7.12 of PWD SR 2018-19
-
-
-
... More
Add Tp 4.98%
-
-
-
... More
KSRRB M2200- Providing Weep Holes KSRRB M2200-8. Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications complete as per specifications MORTH Specification No.2706 & 2200
-
-
-
... More
weep holes at every
-
-
-
... More
at every 2m 7nos
-
-
-
... More
For 24.0m road
280
-
-
... More
Pg No 229 It No 28.10of PWD SR 2018-19
-
-
-
... More
Add Tp 4.98%
-
-
-
... More
Providing and laying of filter media with granular materials / stone crushed aggregates stisfying the requirements laid down in Clause 2500.4.2.2 of MORTH specificationsn to a thickness of not less than 600mm with similar size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wingwalland return wall to the full height compacted to a firm condition with all lead and lifts, loading and unloading charges, cost of all materials, labour, equipment etc, complete as per drawing and technical specification and directions of the engineer incharge of work
-
-
-
... More
Retaining Wall @ 60M Road
-
-
-
... More
Around the Temple
-
-
-
... More
@ 24M Road
803.25
-
-
... More
Pg No 229 It No 28.10of PWD SR 2018-19
-
-
-
... More
Add Tp 4.98%
-
-
-
... More
Supplying and fixing M.S. Rectangular poles made out of 2 equal angles of 65x65x6 mm welded together and fixed in CC (1:2:4) WITH 2 NOS 16mm dia M.S. hold fast rods each of length 25 cms. Including cost of all materials cutting, bending scaffolding wherever necessary, nicely finishing the welded joints with all lead lifts and as per the directions of the Engineerin - charge of the work and including providing 2 coats of approved quality paint over one coat of shop painting ( excluding cost of earthwork and concrete),(P.No.214, I.No.37.2of PW,P&IWTD S.R S.R 2018-19)
-
-
-
... More
Chain link fencing
-
-
-
... More
at every 2m 145/2=76
-
-
-
... More
Add Tp 4.98%
-
-
-
... More
Providing chain link fencing 50mm size of 8 guage properly stretched between existing rectangular poles and fixed with suitable bolts & nuts, the free ends shall be welded to the pole and block pipe at top and bottom as required including cost of all materials, labour, lead and lifts and as per the directions of the Engineer-in-charge of work including two coats of approved quality paint over one coat of shop paint(P.No.226 , I.No.37.3 of PW,P&IWTD S.R S.R 2018-19)
-
-
-
... More
Chain link fencing
-
-
-
... More
Add Tp 4.98%
-
-
-
... More
Providing and fixing M.S. Block pipe of 38mm dia, of heavy guage of 14 including removing the bends, cutting the pipe, and fixing pipe in between the existing two verticle poles (M.S. rectangular poles) and spot welding the chain link with M.S. block pipe including cost of all materials wastage in cutting, and scaffolding wherever necessary with all lead and lift as directed by the Engineer-in-charge of work etc., complete including two coats of approved quality paint over one coat of shop paint.(P.No.218 , I.No.37.4 of PW,P&IWTD S.R 2018-19)
-
-
-
... More
Chain link fencing
-
-
-
... More
Add Tp 4.98%
-
-
-
... More
Providing and constucting pithcing / Revetment of 30 cm thick on slopes using granite/basalt/trap/stones of surface area not less than 0.04 sqm and wedged with spalls including cost of all materials, labour etc., complete as
per specification. ---- With all lead and lifts, loading and unloading charges, cost of all material, Labour, Equipment
etc., Complete the work as per specification and direction of the engineer of incharge of work
-
-
-
... More
Pitching
-
-
-
... More
Pg No 229 It No 34.14 of PWD SR 2018-19
-
-
-
... More
Add Tp 4.98%
-
-
-
... More
KSRRB M100-4.2. Haulage of materials by tipper excluding cost of loading, unloading and stacking complete as per specifications. MORTH -100/ Chapter 1 Case-II : Unsurfaced Gravelled Road
-
-
-
... More
same as drain exavation qty
17421.02
-
-
... More
Same as Earthwork Quantity It no 14
715003.37
-
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... More
Deduct embankment Qty
-46992.55
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Pg No 136 It No 17.15 of PWD SR 2018-19
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Add Tp 4.98%
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A.CivilTotal Construction Cost
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375954493
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Sub Total
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389477843
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Add GST 12%
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46737341
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Sub Total
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436215184
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The workspot was inspected and work is found to be necessary.
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The area comes within the BMRDA limits.
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The rates adopted based on the PWD SR, Bangalore circle for year 2018-19 and Issue Rates as on 01-01-2021.& KPWD Ele SR 19-20
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The provisions made in the estimate are necessary and essential.
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