drain estimate
TRANSCRIPT
-
7/30/2019 Drain Estimate
1/20
CONVEYANCE CHARGES PAGE NO : 1 of 20
-
7/30/2019 Drain Estimate
2/20
Estimate cost: 4.20 Lakhs
1
2
3
4 Providing of Side Drain with CC in M15 grade in the village portion where needed
Assistant Engineer Deputy Executive Engineer
TWS: Sudimalla TWSD: Sudimalla
Forming embankment with carted earth of 6.0 km lead and excavated soil from drain for correcting
undulations and grade of the existing surface
Laying of Granular Sub Base with gravel and sand mix / WBM with Gr II crushed material whereverrequired.
Executive Engineer
TW Division, Bhadrachalam
SPECIFICATION REPORT
Name of the Work : Providing CC Internal Roads & Side Drains at Malagudem habitation of
Tekulagudem GP in Singareni Mandal in Khammam district
The estimate is prepared as per the Guidelines of MGNREGS Works on basis of CSOR 2011-12
and RSSR with the following provisions.
The estimate is prepared with the SOR 2011-12 and RSSR. The work shall be carried out as per
APSS/MORD specifications.
The Work has been administratively approved Vide Proc. No. of the District Collector,
Khammam under the MGNREGS for the year 2011-12
Providing CC Road, 2.50 m wide and 0.125 m thick, with M20 grade concrete and granular
Shoulders, 1.00 m wide and 0.10 m thick, on both sides.
-
7/30/2019 Drain Estimate
3/20
Note :
General Information :
1
2
3
4
5
6
7
S.
NoName of the material Lead in Kms
1 Sand for f il ling 36.00
2 Sand for Mortor 36.00
3 Aggregate 20 to 10 mm HBG Metal 39.00
4 19-22mm HBG Metal 39.00
5 40-45mm HBG Metal 39.00
6 60-63mm HBG Metal 39.00
7 225 mm Rough stone of OTG variety 10.00
8 225 mm Rough stone of HBG variety 10.00
9 RCC NP3 Pipes 39.00
10 Gravel 10.00
11 Cement 0.00
12 Steel 0.00
D) Quarries and Leads
Tekulagudem
Name of the Habitation
From
5. The detailed estimate, data sheet and lead statement prepared manually outside the computer should be
tied to the computer generated estimate.
Anishettipally
Total lenth of the proposed road (m)
Name of the Gram Panchayat
Bhadrachalam
Road connecting:
Local
Tekulagudem
Tekulagudem
Rural Development Department
NREGS - AP
1. The Estimate should be prepared habitation wise
DCC (Departmental Computer Center)
Name of the Mandal
Input Data Sheet for the work
Singareni
Total drain length proposed (m)
4. The Specification of MS name boards has to be in detail in data sheet
0.00
Local
At site
Number of Habitation Covered by this road
Population being served by this road
1
83
Name of the Work : Providing CC Internal Roads & Side Drains at Malagudem habitation of
Tekulagudem GP in Singareni Mandal in Khammam district
Local
Khammam
Khammam
Anishettipally
Providing Internal Roads with CC Drains in SC ST Colonies
2. The entire length of the road shall be covered in one estimate
3. Wherever gravel thickness is partly existing, provide gravel of 100 mm loose thickness.
Khammam
Name of the quarry
Khammam
No of locations for 600 mm dia hume pipes 2
Khammam
Tekulagudem
Tekulagudem
Khammam
200.00
Name of Habitations covered by this road
To
-
7/30/2019 Drain Estimate
4/20
Sl.
No.Task Name Unit Qty. Rate Amount
1 3 4 5 6 7
1 CCRW01.Engaging Unskilled Labour for earth work
excavation in ordinary soils at site with initial lead & initial
lift and breaking clods and sectioning for formation of
embankment (RSSR) Cum 153.00 102.81 15730.00
2 Compaction of newly formed embankment in layers upto
OMC to meet requirement of tables 300.1 and 300.2 as
per technical specification (clause 301.5) including
conveyance of water using 8 to 10T Power Road Roller
and skilled labour charges . (CSSR) Cum 77.00 18.86 1453.00
3 Forming embankment with approved material obtained
from borrowpits with a lead 6000 meters useful from
outside road boundary by mechanical means upto SDR
with all leads and lifts, including pre-watering of soil at
borrow area, removal of top soil, excavation and
conveyance of soils and depositing the soil on the
embankment, spreading, breaking clods, sectioning, Cum 0.00 137.00 0.00
4 CCRW02. Engaging Unskilled Labour for for filling
foundations with sand but excluding conveyance of sand
(RSSR) Cum 18.00 14.00 252.00
5 CCRW03. Cost and conveyance of sand for fillingincluding all charges but excluding labour charges for
filling (CSSR) Cum 18.00 581.57 10468.00
6 CCRW04.Providing plain cement concrete M15 using
20mm to 12mm Graded HBG crushed Metal with 250 Kgs
of cement per 1cum of concrete, including C/c of all
materials, curing ,labour charges etc., complete as per
drawings & tech. specifications Clause 802, 803, 1202 &
1203 as per clause 800 & 1200 (1) of MORD and guidelines
For side drains Cum 75.00 3528.79 264660.00
7 CCRW05.RCC M- 20 Nominal mix using 20mm to 12mm
Graded size crushed hard granite metal including C/C
of all materials, taxes ,operational, incidental and labour
charges such as machine mixing, laying concrete, curing
etc.,complete but excluding cost of steel and itsfabrication charges for finished item of work for slab over
drain Cum 6.00 4795.92 28776.00
8 CCRW06.Supplying, fitting and placing HYSD bar
reinforcement in slab over drain complete and technical
specifications including fabrication chargeskg 360.00 48.31 17391.00
9 CCRW07.Supply and collection of well graded granular
material (i.e. 66% of gravel having stone aggregate of 9.5
mm to 4.75 mm size, and 34% of sand of size less than
2.6mm) with CBR not
-
7/30/2019 Drain Estimate
5/20
12 CCRW10.Supply and collection of mixer of stone
aggregates having 50% of 60-63mm HBG metal , 46% of 40-
45mm HBG metal and 4% of 19-22mm HBG metal
including cost ,conveyance, loading, unloading and
stacking to departmental gauge for pre measurements for
WBM Grade-II surfaceas per MORD standards( 100mm
Loose thick)(CSSR) Cu.m 0.00 1306.52 0.00
13 CCRW11.Spreading the collected mixer of stone
aggregates in uniform thicknesses and good gravel for
blindage, hand packing and rolling with 8-10T PowerRoad Roller in stages to proper grade and camber with
required waterings and keeping the rolled surface wet for
a period of 15 days including brooming.(100mm loose to
75mm compacted) (CSSR) Cu.m 0.00 326.09 0.00
14 CCRW12.Construction of un-reinforced, dowel jointed at
expansion and construction joint only, PCC pavement
thickness as per design over a prepared sub base using
M20 grade, coarse and fine aggregates confirming to IS
383including all labour charges etc. complete(CSSR)
Cu.m 0.00 4660.54 0.00
15 CCRW13.Providing Mastic Pads of size .6mX1.2 M of
12.7mm thick as per CSSR Sq.m 0.00 461.00 0.00
16 CCRW14.Supply and fixing of KM stones including painting
and required lettering each 0.00 340.00 0.00
17 CCRW15.Supply and fixing of HM stones including painting
and required lettering each 0.00 180.00 0.00
18 CCRW16.Supply and fixing of MS name board of size
2feet.6inch x4feet including painting and required
lettering each 1.00 6000.00 6000.00
19 Supply and delivery of RCC NP3 pipes of 0.60m dia
including necessary collars and conveyance charges
(CSSR) m 10.00 2250.00 22500.00
20 Laying and fixing of RCC NP3 pipes of 0.45 / 0.60 / 0.90m
dia including labour charges(CSSR) m 10.00 37.82 378.00
367608.00
Other Provisions (OP) :S.
No
Task Name with Task Code Units Qty Rate Amount(Rs.)
1 CCRW17. OP04 Seigniorage charges of gravel Cum 0.00 22.00 0.00
2 CCRW18 .OP02.Seignorage charges on quantity of metal Cum 65.40 50.00 3270.00
3 CCRW19. OP03.Seignorage charges on quantity of sand Cum 60.30 40.00 2412.00
4 CCRW21. OP01 VAT @ 5% Rs. 367608.00 5% 18380.00
5 CCRW22. OP06 Q.C. charges @ 0.50% Rs. 367608.00 0.50% 1838.00
6 CCRW23. Provision for price escalation cement and steel 367608.00 5% 18380.00
Sub Total 44280.00
7 Add L.S. U/F Items 8112.00
Grand Total Rs: 420000.00
Assistant Engineer Deputy Executive Engineer Executive Engineer
TWS: Sudimalla TWSD: Sudimalla TW Division, Bhadrachalam
-
7/30/2019 Drain Estimate
6/20
Length
(m)Width (m)
Thicknes
s(m)
1 2 4 5 6 7 8 9 10
1
For side drain 1 x 1 200.00 0.90 0.85 153.00
153.00
Say 153.00 102.81 Cum 15730.00
2
76.50
76.50
Say 77.00 18.86 Cum 1453.00
3
For side drain 1 x 1 200.00 0.90 0.10 18.00
18.00
Say 18.00 14.00 Cum 252.00
4
For side drain 1 x 1 200.00 0.90 0.10 18.00
18.00
Say 18.00 581.57 Cum 10468.00
5
for bottom 1 x 1 200.00 0.90 0.15 27.00
for side walls - road side 1 x 1 200.00 (0.20+0.25)/2
0.60 27.00
for side walls - house side 1 x 1 200.00 (0.15+0.20)/2
0.60 21.00
75.00
Say 75.00 3528.79 Cum 264660.00
6
2 x 20 2.00 0.75 0.10 6.00
6.00
Say 6.00 4795.92 Cum 28776.00
CCRW02. Engaging UnskilledLabour for for filling foundations with sand but
excluding conveyance of sand (RSSR)
CCRW03. Cost and conveyance of sand for filling including all charges but
excluding labour charges for fill ing (CSSR)
CCRW04. Providing plain cement concrete M15 using 20mm to 12mm Graded
HBG crushed Metal with 250 Kgs of cement per 1cum of concrete, including
C/c of all materials, curing ,labour charges etc., complete as per drawings &
tech. specifications Clause 802, 803, 1202 & 1203 as per clause 800 & 1200 (1)
of MORD and guidelines For side drains
for side earth of drain excavation @ 50%
CCRW05.RCC M- 20 Nominal mix using 20mm to 12mm Graded size crushed
hard granite metal including C/C of all materials, taxes ,operational,
incidental and labour charges such as machine mixing, laying concrete,
curing etc.,complete but excluding cost of steel and its fabrication charges
for finished item of work for slab over drain
Amount
CCRW01.Engaging Unskilled Labour for earth work excavation in
ordinary soils at site with initial lead & initial lift and breaking clodsand sectioning for formation of embankment (RSSR) - For Foundation
RT15-Compaction of newly formed embankment in layers upto OMC
to meet requirement of tables 300.1 and 300.2 as per technical
specification (clause 301.5) including conveyance of water using 8
to 10T Power Road Roller and skilled labour charges . (CSSR)
Measurments
Nos.
Detailed and Abstract Estimate
Name of the Work : Providing CC Internal Roads & Side Drains at Malagudem habitation of
Tekulagudem GP in Singareni Mandal in Khammam district
Sl.
No. Description of Item
3
Qty. Rate Per
-
7/30/2019 Drain Estimate
7/20
7
For Side Drain
1 x 1 360.00 - 360.00
360.00
Say 360.00 48.31 Kgs 17391.
8
2 x 2 2.50 10.00
10.00
Say 10.00 2250.00 m 22500.
9
2 x 2 2.50 10.00
10.00
Say 10.00 37.82 m 378.
10
1 x 1 1.00
1.00 6000.00 each 6000.
367608.00
Assistant Engineer Deputy Executive Engineer Executive Engineer
TWS: Sudimalla TWSD: Sudimalla TW Division, Bhadrachalam
CCRW Supply and delivery of RCC NP3 pipes of 0.60m dia including
necessary collars and conveyance charges (CSSR)
CCRW Laying and fixing of RCC NP3 pipes of 0.45 / 0.60 / 0.90m dia including
labour charges(CSSR)
CCRW16.Supply and fixing of MS name board of size 2feet.6inch x4feet
including painting and required lettering
CCRW06.Supplying, fitting and placing HYSD bar reinforcement in slab over
drain complete and technical specifications including fabrication charges
Total Rs:
-
7/30/2019 Drain Estimate
8/20
Sl.
No.Task Name Unit Qty. Rate Amount
1 3 4 5 6 7
1
CCRW01.Engaging Unskil led Labour for earth work excavation in
ordinary soils at site with initial lead & initial l ift and breaking clods
and sectioning for formation of embankment (RSSR)
Rate as per RSSR (MREGS) Cum 1.00 58.75 58.75
Add 75% extra for foundation Cum 0.75 58.75 44.06
102.81
2CCRW02.Engaging unskilled labour for Filling foundation with sand
but excluding conveyance of sand (RSSR)
Add for Refilling charges Cum 1.00 14.00 14.00
14.00
3 CCRW03.Cost and conveyance of sand for fi lling including allcharges but excluding labour charges for filling.(CSSR)
Sand for filling Cum 1.20 484.64 581.57
581.57
4
CCRW04.Providing plain cement concrete M15 using 20mm to
12mm Graded HBG crushed Metal with 250 Kgs of cement per
1cum of concrete, including C/c of all materials, curing ,labour
charges etc., complete as per drawings & tech. specifications
Clause 802, 803, 1202 & 1203 as per clause 800 & 1200 (1) of MORD
and guidelines For side drains
(a) Material
Cement T 0.250 5300.00 1325.00
Coarse sand cum 0.480 559.64 268.63
20 mm aggregate cum 0.480 1411.98 677.75
12 mm aggregate cum 0.320 1216.98 389.43
(b) Labour
Mason (1st Class) day 0.100 356.25 35.63
Mazdoor (Unskilled) day 1.390 268.75 373.56
(c) Machinery
Concrete mixer 0.4/0.28 cum capacity hour 0.400 345.00 138.00
3207.99
(d) Formwork @ 10% on cost of material, labour and machinery
(a+b+c)10% 3207.99 320.80
3528.79
5
CCRW05.RCC M- 20 Nominal mix using 20mm to 12mm Graded size
crushed hard granite metal including C/C of all materials, taxes
,operational, incidental and labour charges such as machine
mixing, laying concrete, curing etc.,complete but excluding cost of
steel and its fabrication charges for finished item of work for slab
over drain
(a) Material
Cement t 0.330 5300.00 1749.00
DATA SHEET (2011-12)
Name of the Work : Providing CC Internal Roads & Side Drains at Malagudem habitation of
Tekulagudem GP in Singareni Mandal in Khammam district
-
7/30/2019 Drain Estimate
9/20
Coarse sand cum 0.45 559.64 251.84
20 mm aggregate cum 0.54 1411.98 762.47
12 mm aggregate cum 0.36 1216.98 438.11
(b) Labour
Mason (1st Class) day 0.10 356.25 35.63
Mazdoor (Unskilled) day 1.39 268.75 373.56
(c) Machinery
Concrete mixer 0.4/0.28 cum capacity hour 0.40 345.00 138.00
Generator 33 KVA hour 0.40 620.00 248.00
3996.60
d) Formwork @ 20% on cost of material, labour and machinery
(a+b+c)20% 3996.60 799.32
4795.92
6
CCRW06.Supplying, fitting and placing HYSD bar reinforcement in
slab over drain complete and technical specifications including
fabrication charges
(a) Material
HYSD bars including 5 per cent overlaps and wastage T 1.050 42500.00 44625.00
Binding wire kg 8.000 55.00 440.00
(b) Labour for cutting, bending, shifting to site, tying, and placing in
position
Blacksmith / Rod binder day 3.000 325.00 975.00
Mazdoor (Unskilled) day 8.440 268.75 2268.25
Rate per MT 48308.25
Rate per Kg 48.31
7
CCRW07.Supply and collection of well graded granular material
(i .e. 66% of gravel having stone aggregate of 9.5 mm to 4.75 mm
size, and 34% of sand of size less than 2.6mm) with CBR not
-
7/30/2019 Drain Estimate
10/20
9
CCRW09.Compaction of collected well graded granular soi l to
OMC using 8-10T Power Road Roller to achieve CBR value not
-
7/30/2019 Drain Estimate
11/20
Mason (2nd class) day 5.00 325.00 1625.00
Mazdoor (Unskilled) day 150.00 268.75 40312.50
Mazdoor (Skilled) day 6.00 325.00 1950.00
Surveyor day 2.00 500.00 1000.00
Mazdoor (Semi-Skilled) day 6.00 268.75 1612.50
Blacksmith for cutting of dowel bars including removal of burrs,
fabrications & fixing of dowel bars.day 1.00 325.00 325.00
b) Machinery 0.00
Concrete mixer 0.28 / 0.4 cum capacity (6 mixers) with weighbatcher and suitable capacity calibrated water tank
hour 36.00 345.00 12420.00
Needle vibrator 40mm (petrol) hour 9.00 120.40 1083.60
Screed vibrator hour 9.00 40.00 360.00
Plate vibrator hour 9.00 40.00 360.00
Concrete joint cutting machine for initial & final cuts hour 4.00
Water tanker 6 kl capacity hour 5.00 345.00 1725.00
Air Compressor (1 hour initial + 1 hour final) hour 2.00 370.00 740.00
c) Material
Crushed stone coarse aggregates, grading will be as per Clause
1501.2.4.1 (Table 1500.1) of specifications @ 0.90 cum/cum of
concrete (25 mm & 12.5 mm blending)
cum 67.50 1304.48 88052.06
Sand as per IS:383 and conforming to Clause 1500.2.4.2 @ 0.45
cum/cum of concretecum 33.75 559.64 18887.85
Cement @ 310 kg/cum of concrete t 26.25 5300.00 139125.00
Polythene sheet 125 micron sqm 412.50 25.00 10312.50
Mild steel dowel bar 25 mm dia of grade S 240. 500 mm long 20 Nos.
at culvert/bridge slab and at construction joint including 5 per cent
wastage.
(4 x 20 x 0.500) + 5 per cent wastage = 42 m @ 2.80 kg per m = 117.6
kg.t 0.118 40500.00 4762.80
Bitumen primer @ 200 ml per joint for 23 joints t 0.005 37784.74 188.92
Bituminous sealant 800 ml per joint for 23 joints litre 19.00 55.00 1045.00
Jute rope 12 mm dia including 5 per cent wastage m 90.00 10.00 900.00Debonding strips 3.75 m (length) x 10 mm (width) x 5 mm (thick) cut-
out of rubber fi ller board or simi lar material including 5 per cent
wastage
m 90.00 10.00 900.00
Polythene sheathing, covering 2/3rd dowel bars (20x23) and tight fit
including 5 per cent wastageNo. 483.00 1.00 483.00
Plasticizer 0.5 per cent by weight of cement (M.180, P.336) litre 122.00 54.00 6588.00
Curing compound (if used) @ 0.33 litre per sqm litre 131.25 0.00 0.00
Water for curing kl 18.00 70.00 1260.00
Joint filler board 20 mm thick as per IS:1838
(4 x 3.75 x 0.200 = 3 sqm)sqm 3.00 520.00 1560.00
(a+b+c) 339359.99
d) Formwork @ 3% of (a+b+c) 3% 339359.99 10180.80Rate per 75 Cum 349540.79
Rate per Cum 4660.54
13CCRW13.Providing Mastic Pads of size 0.60mX1.20m of 12.70mm
thick as per CSSR
Rate as per SSR Page No. 84 S.No. 896 Sqm 1.00 461.00 461.00
461.00
14CCRW14.Supply and fixing of KM stones including painting and
required lettering
-
7/30/2019 Drain Estimate
12/20
Nos 1.00 340.00 340.00
15CCRW15.Supply and fixing of HM stones including painting and
required lettering
Nos 1.00 180.00 180.00
16CCRW16.Supply and fixing of MS name board of size 2feet.6inch
x4feet including painting and required lettering
Nos 1.00 6000.00 6000.00
17RT10-Engaging USL for earth work excavation in ordinary soils ATQUARRY for Carting Earth and Loading into tractors with initial leadfor formation of embankment - (RSSR)
71.08
71.08
18
RT13-Conveyance of Carted Earth including unloading and
stacking to Departmental gauge for pre-measurements with lead
upto 500 mtrs. (CSSR)
30.00
30.00
19RT14-Engaging USL for spreading of stable carted earth and
sectioning to required camber (RSSR)14.70
14.70
20
RT15-Compaction of newly formed embankment in layers upto
OMC to meet requirement of tables 300.1 and 300.2 as pertechnical specification (clause 301.5) including conveyance of
water using 8 to 10T Power Road Roller and skilled labour charges .
(CSSR)
17.51
Taking out 100 Cum
Labour
MATE 0.02Nos 260.00/1No 5.20
Mazdoor 0.50Nos 215.00/1No 107.50
Add Area allowance 25% 28.17
Water Tanker 6 Km, 2 Hours 345.00/1Hour 690.00
Road Roller 8-10 Tons 1.25 H, 844.40/1H 1055.50
1886.37
Each Cum Rs 18.86
21PC10 Supply and delivery of RCC NP3 pipes of 0.60m dia
including necessary collars and conveyance charges (CSSR)
Cost of NP3 class pipes Rmt 7.50 1983.00 14872.50
Cost of Collars Nos 2 353.00 706.00
Conveyance charges Rmt 7.50 172.40 1293.00
Rate for 7.5 Rmt 16871.50
Rate for 1 Rmt 2250.00
22PC12 /13/14 Laying and fixing of RCC NP3 pipes of 0.45 m dia
including labour charges(CSSR)
0.45 mt dia
Rate as per CSSR Rm 1 37.82Deduct 20% -7.56
30.26
23PC12 /13/14 Laying and fixing of RCC NP3 pipes of 0.60 m dia
including labour charges(CSSR)
0.60 mt dia
Rate as per CSSR Rm 1 47.28
Deduct 20% -9.46
37.82
-
7/30/2019 Drain Estimate
13/20
Cha
pter-
4
Page-
297&
298
Unit = cum
Taking output = 10cum
a)Labour
Mate day -
Mazdoor (Unskilled) day 0.104 245.00 25.48
b) Machinery 0.00
Hydraulic Excavator 0.9 cum bucket capacity @ 60 cum per hour hour 0.167 1808.50 302.02
Tipper 5.5 cum with 10 t capacity (L=actual lead) tkm 96.000 4.35 417.60
Dozer D-50 for spreading @ 200 cum per hour hour 0.050 1081.19 54.06
Mortor grader for grading @ 200 cum per hour hour 0.100 2600.00 260.00
Water tanker 6 kl capacity hour 0.400 345.00 138.00
Vibratory Roller 80 - 100 kN @ 100 cum per hour hour 0.100 1704.60 170.46
1367.62
Rate per cum = (a+b+c+d)/10 136.76
Rate per cum Say 137.00
Assistant Enginner Deputy Executive Engineer
TWS: Sudimalla TWSD: Sudimalla
Executive Engineer
TW Division, Bhadrachalam
Forming embankment with approved material obtained from borrowpits with a lead 6000
meters useful from outside road boundary by mechanical means upto SDR with all leads and
lifts, including pre-watering of soil at borrow area, removal of top soil, excavation and
conveyance of soils and depositing the soil on the embankment, spreading, breaking clods,
sectioning, grading and consilodation with vibratory roller at OMC to meet the requirement of
table 300-2 of MoRT&H and table 300.1 and 300.2, of MORD including all hire and operational
charges of T&P and seigniorage charges, as per MoRT&H specification 305 (4th revision) 301.5 of
MORD complete for finished item of work. (Payment will be made based on level for finished item
of work).
-
7/30/2019 Drain Estimate
14/20
25%
1 2 3 4 5 6 7 8 9 10 11
160 to 63mm IRC and MORTH
HBG metalGudem 39 306.55 351.30 70.00 0.00 0.00 727.85 Per Cu
2 50 to 55 mm -do- Gudem 39 306.55 381.30 70.00 0.00 0.00 757.85 Per Cu
3 40 to 45mm -do- M/C Gudem 39 306.55 491.30 70.00 122.83 0.00 990.68 Per Cu
4 25 to 27 mm -do- M/C Gudem 39 306.55 821.30 70.00 205.33 0.00 1403.18 Per Cu
5 19 to 22mm -do- M/C Gudem 39 306.55 941.30 70.00 235.33 0.00 1553.18 Per Cu
6 12 to 14mm -do- M/C Gudem 39 306.55 681.00 70.00 170.25 0.00 1227.80 Per Cu
7 9.5 to 11.20mm -do- M/C Gudem 39 306.55 551.30 70.00 137.83 0.00 1065.68 Per Cu
8 5 to 7mm -do- M/C Gudem 39 306.55 421.30 70.00 105.33 0.00 903.18 Per Cu
9 2.36 to 5mm -do- M/C Gudem 39 306.55 251.30 70.00 62.83 0.00 690.68 Per Cu
102.36mm and below size (HGB
Stone Chips)Gudem 39 306.55 227.30 0.00 0.00 0.00 533.85 Per Cu
11SS Revetment work 300mm
OTGLocal 10 76.62 101.30 67.00 0.00 0.00 244.92 Per Cu
12SS Revetment work 300mm
HBGLocal 10 76.62 127.30 0.00 0.00 0.00 203.92 Per Cu
13 Quarry rubbish Local 39 306.55 41.80 0.00 0.00 0.00 348.35 Per Cu
14 Gravel Local 10 76.62 52.50 0.00 0.00 0.00 129.12 Per Cu
15 40mm SS-5 HBG M/C metal Gudem 39 306.55 491.30 70.00 122.83 -8.70 981.98 Per Cu
L E A D C H A R T
Name of the Work : Providing CC Internal Roads & Side Drains at Malagudem habitation of Tekulagudem GP in Singareni Mandal in
AS PER SCHEDULE OF RATES FOR BUILDINGS / IRRIGATION FOR THE YEAR 2011 - 2012
Allowa
Sl.
No.
Conveyan
ce
Charges
Blasting
Charges
Machine
Crushing
Charges
@ 25%
Deduct
from
conveyan
ce
FOR CC drain /Pavement/CD WORKS
TotalSource of
MaterialDescription
Lead in
KmUnit p
Initialrate
ex
cluding
st
acking
-
7/30/2019 Drain Estimate
15/20
16 25mm -do- Gudem 39 306.55 819.30 70.00 204.83 -8.70 1391.98 Per Cu
17 20mm -do- Gudem 39 306.55 835.30 70.00 208.83 -8.70 1411.98 Per Cu
18 12mm -do- Gudem 39 306.55 679.30 70.00 169.83 -8.70 1216.98 Per Cu
19 10mm -do- Gudem 39 306.55 551.30 70.00 137.83 -8.70 1056.98 Per Cu
20 6 mm -do Gudem 39 306.55 419.30 70.00 104.83 -8.70 891.98 Per Cu
21 Sand for Mortor Local Vagu 36 285.64 279.50 -5.50 559.64 Per Cu
22 Sand for Filling Local Vagu 36 285.64 204.50 -5.50 484.64 Per Cu
23 HYSD Steel (Fe 415) At site 0 42500.00 42500.00 Per M
24 6mm Mild Steel At site 0 40500.00 40500.00 Per M
25 Cement At site 0 5300.00 5300.00 Per M
26 RCC Hume pipe 900mm dia Mancherial 39 348.50 4049.00 4397.50 Per Rm
27 RCC Hume pipe 600mm dia Mancherial 39 348.50 1983.00 2331.50 Per Rm
CERTIFICATES:-
1
2
3
GRADED METAL OF 20mm for Concrete Work GRADED METAL for Granolithic Work
Mason 1st Class 285 0.25 71.25 356.25
Mason 2nd Class 260 0.25 65.00 325.00
Man Mazdoor 215 0.25 53.75 268.75
Woman Mazdoor 215 0.25 53.75 268.75
Surveyor 400 0.25 100.00 500.00
Certified that the quarry requries blasting for RR, CRS, 6mm, 10mm, 12mm, 20mm & 40mm Metal
Note :- Rates of CEMENT and STEEL for the Month of September 2011
Certified that the above leads are true and correct to the best of my knowledge
Certified that the 40mm, 20mm, 12mm, 10mm, 6mm Metal requires Machine Crushing
-
7/30/2019 Drain Estimate
16/20
Executive Engineer
TW Division, Bhadrachalam
Assistant Engineer Deputy Executive Engineer
TWS: Sudimalla TWSD: Sudimalla
-
7/30/2019 Drain Estimate
17/20
Pipes
1 117.300
2 117.300
3 117.300
4 117.300
5 117.300
6 124.100
7 130.900
8 137.700
9 144.500
10 151.300
11 158.100
12 164.900
13 171.700
14 178.500
15 185.300
16 192.100
17 198.900
18 205.700
19 212.50020 219.300
21 226.100
22 232.900
23 239.700
24 246.500
25 253.300
26 260.100
27 266.900
28 273.700
29 280.500
30 287.300
31 294.10032 300.900
33 307.700
34 314.500
35 321.300
36 328.100
37 334.900
38 341.700
39 348.500
40 355.300
41 362.100
42 368.900
43 375.700
44 382.500
45 389.300
46 396.100
47 402.900
48 409.700
49 416.500
50 423.300
51 430.100
52 436.900
53 443.700
-
7/30/2019 Drain Estimate
18/20
54 450.500
55 457.300
56 464.100
57 470.900
58 477.700
59 484.500
60 491.300
61 498.100
62 504.900
63 511.700
64 518.500
65 525.300
66 532.100
67 538.900
68 545.700
69 552.500
70 559.300
71 566.100
72 572.900
73 579.700
74 586.50075 593.300
76 600.100
77 606.900
78 613.700
79 620.500
80 627.300
81 634.100
82 640.900
83 647.700
84 654.500
85 661.300
86 668.10087 674.900
88 681.700
89 688.500
90 695.300
91 702.100
92 708.900
93 715.700
94 722.500
95 729.300
96 736.100
97 742.900
98 749.700
99 756.500
100 763.300
101 770.100
102 776.900
103 783.700
104 790.500
105 797.300
106 804.100
107 810.900
108 817.700
-
7/30/2019 Drain Estimate
19/20
109 824.500
110 831.300
111 838.100
112 844.900
113 851.700
114 858.500
115 865.300
116 872.100
117 878.900
118 885.700
119 892.500
120 899.300
121 906.100
122 912.900
123 919.700
124 926.500
125 933.300
126 940.100
127 946.900
128 953.700
129 960.500130 967.300
131 974.100
132 980.900
133 987.700
134 994.500
135 1001.300
136 1008.100
137 1014.900
138 1021.700
139 1028.500
140 1035.300
141 1042.100142 1048.900
143 1055.700
144 1062.500
145 1069.300
146 1076.100
147 1082.900
148 1089.700
149 1096.500
150 1103.300
151 1110.100
152 1116.900
153 1123.700
154 1130.500
155 1137.300
156 1144.100
157 1150.900
158 1157.700
159 1164.500
160 1171.300
161 1178.100
162 1184.900
163 1191.700
-
7/30/2019 Drain Estimate
20/20
164 1198.500
165 1205.300
166 1212.100
167 1218.900
168 1225.700
169 1232.500
170 1239.300