Estimate for 1Km Length Road
For 3m Road
Sl.No Item No's L(m) B(m) D(m) Qty Units Rate Amount
1 Soiling Layer 1 1000 3 0.3 900 Cum 2000 1800000
2 WBM - 40mm 1 1000 3 0.23 690 Cum 2500 1725000
3 Top coat (12mm) 1 1000 3 3000 Sqm 200 600000
4 Tack Coat 1 1000 3 3000 Sqm 30 90000
5 Top coat (6mm) 1 1000 3 3000 Sqm 150 450000
Sub-Total 4665000
6 Labour & Machinery Charge @ 15% 699750
Rate for 1Km Length 5364750
Rate for 1m Length 5364.75
For 4m Road
Sl.No Item No's L(m) B(m) D(m) Qty Units Rate Amount
1 Soiling Layer 1 1000 4 0.3 1200 Cum 2000 2400000
2 WBM - 40mm 1 1000 4 0.23 920 Cum 2500 2300000
3 Top coat (12mm) 1 1000 4 4000 Sqm 200 800000
4 Tack Coat 1 1000 4 4000 Sqm 30 120000
5 Top coat (6mm) 1 1000 4 4000 Sqm 150 600000
Sub-Total 6220000
6 Labour & Machinery Charge @ 15% 933000
Rate for 1Km Length 7153000
Rate for 1m Length 7153
Bitumen Road Estimation (1Km Length and 3m Width)
SI.
Description No L B D Quantity Rate Amount
No.
1 2 3 4 5 6 7 8 9 10
Soling layer– this bottom layer shall be of two layers using laterite/ BG boulders/
locally available natural
rock boulders – each of 150 mm preconsolidated thick – rolled to 115 mm thick -
consolidated thickness
1
totalling to 230 mm and each layer shall be blinded with gravel with 1/3 quantity
of laterite/boulders and
1 1 1000.0 3.00 0.300 900.00
900.00 1615.14 1453626
Cum 1 Cum
WBM – using 40 mm BG metal - two layers – each of 135 mm preconsolidated
thick – rolled to 100 mm
thick - consolidated thickness which includes dry and wet rolling of each layers,
spreading gravel for blind
age and consolidation with water, spreading sand to a thickness of 3 mm and top
rolling. All roads shall be
provided with 0.60 M wide berm on both sides with 150mm thick well compacted
laterite/ BG boulders/
locally available natural rock boulders surface and trapezoidal earthern drains as
4 per the approved drainage
layout. The area between the solar arrays shall be levelled for carrying panels and
materials, modules
washing, easy movement during O & M, etc. The layout and details drawing of all
roads and culverts (if
any) shall be submitted to NACOF and got approved, before commencement of
work.
1 1 1000.00 3.00 0.270 810.00
810.00 2280.03 1846824
Cum 1Cum
Estimated Value as per
SOR Telangana 20-21 Sub Total 3300450
Additional 10% of Rate
330045
Increment (Approx)
Grand Total 3630495
Page 2
Bitumen Road Estimation (1Km Length and 4m Width)
SI.
Description No L B D Quantity Rate Amount
No.
1 2 3 4 5 6 7 8 9 10
Soling layer– this bottom layer shall be of two layers using laterite/ BG boulders/
locally available natural
rock boulders– each of 150 mm preconsolidated thick – rolled to 115 mm thick -
consolidated thickness
1
totalling to 230 mm and each layer shall be blinded with gravel with 1/3 quantity
of laterite/boulders
1 1 1000.0 4.00 0.300 1200.00
1200.00 1615.14 1938168
Cum 1 Cum
WBM – using 40 mm BG metal – one layer of 135 mm pre-consolidated thick –
rolled to 100 mm thickconsolidated
thickness which includes dry and wet rolling, spreading gravel for blind age and
2 consolidation
with water, spreading sand to a thickness of 3 mm and top rolling and
1 1 1000.00 4.00 0.230 920.00
920.00 2280.03 2097628
Cum 1Cum
Top coat – Top finishing coat shall be of Bituminous Toping using 12 mm
downgraded metal with
consolidated thickness of 20mm and seal coat. Outer peripheral road of the solar
3 plant shall also be designed
and constructed in addition to the internal roads. This road also shall be of single
lane of 3 M width. This
peripheral road shall be laid as follows.
1 1 1000.00 4.00 4000.00
4000.00 173.00 692000
sqmt 1 SQM
Estimated Value as per
SOR Telangana 20-21 Sub Total 4727796
Additional 10% of Rate
472780
Increment (Approx)
Grand Total 5200575
Page 3
Bitumen Road Estimation (1Km Length and 4m Width)
SI.
Description No L B D Quantity Rate Amount
No.
1 2 3 4 5 6 7 8 9 10
Excavation 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
1
transporting to the embankment location with all lifts and
lead upto 1000 m as per Technical Specification Clause
302.3 MORD / 301 MORTH
1 1 1000.0 4.00 0.600 2400.00
2400.00 103.76 249024
Cum 1 Cum
2 Compacting with roller 80 to 100 kn /hr
Qty as of Item No.1 2400.00
2400.00 138.00 331200
Cum 1 Cum
Providing, laying, spreading and compacting graded stone aggregate to wet mix
macadam specification including premixing the material with water at OMC in
mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in
uniform layers in sub-base/base course on a
well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN /
4 Vibratory Roller 80-100 kN weight to achieve the desired density including
lighting,barricading and maintenance of diversion, etc as per Tables 400.11 &
400.12 and Technical Specification Clause 406
MORD / MORTH.
1 1 1000.00 4.00 0.230 920.00
920.00 2173.96 2000043
Cum 1Cum
Providing and applying primer coat with bitumen emulsion
(SS-1) on prepared surface of granular base including
cleaning of road surface and spraying primer at the rate of
5 0.70-1.0 kg/sqm using mechanical means as per Technical
Specification Clause 502 MORD (for use on Wet mix
macadam & WBM)
1 1 1000.00 4.00 4000.00
4000.00 52.11 208440
sqmt 1 SQM
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion
distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry
6 bituminous surface cleaned with Hydraulic broom as per Technical Specification
Clause 503 MORD.
1 1 1000.00 4.00 4000.00
4000.00 16.80 67200
sqmt 1 SQM
Providing and laying 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 @ 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
7 wheeled, vibratory and tandem rollers to achieve the desired compaction as per
MoRTH specification clause No. 507 complete in all respects.
1 1 1000.00 4.00 0.050 200.00
Page 4
200.00 9309.97 1861994
Cum 1Cum
Providing and applying tack coat with bitumen emulsion using emulsion pressure
distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular
8 surface cleaned with mechanical broom as per Tech. specification No 503 MORTH
1 1 1000.00 4.00 4000.00
4000.00 12.19 48760
sqmt 1 SQM
Providing and laying 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 @ 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
9 wheeled, vibratory and tandem rollers to achieve the desired compaction as per
MORTH specification clause No. 509 complete in all respects
1 1 1000.00 4.00 0.030 120.00
120.00 10594.916 1271390
Cum 1Cum
Estimated Value as per
SOR Telangana 20-21 Sub Total 6038051
Additional 10% of Rate
603805
Increment (Approx)
Grand Total 6641856
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