DATA SHEET FOR HDPE PIPES (As per SSR - 2005-06 )IPCL RESIN COST @ 53697/MT

Providing pipe line for water supply with HDPE pipes as per IS 4984/1995 with its ammedments and revisions thereon with

supplyof pipes and trench excavation for earth work excavation in all types of soils except hard rock which required partial blasting

E/W/E Rate - (9b+12b+13b)/3 = (28.50+30.50+31.50) / 3 =30.17/1 cum

25mm dia 32mm dia 63 mm dia 75mm dia
Description of Item 10Kg/ CM2 10Kg/ CM2 4Kg/ CM2 6Kg/ CM2 4Kg/ CM2 6Kg/ CM2

Cost of Materials
A Cost of pipes including 16.32% CED & 4 % 14.88 38.00 48.53 67.50 66.33 95.83
VAT

Cost of Civil work

B Normal rate 4.07 4.07 11.31 11.31 11.31 11.31

C 120% - 75% extra for narrow foundation 4.89 4.89 13.58 13.58 13.58 13.58

D Lowering laying and jointing of pipes 1.80 2.30 4.54 4.54 5.40 5.40

E Refilling charges at 7.10/Cum 0.96 0.96 2.66 2.66 2.66 2.66

F Testing charges 0.75 0.96 1.89 1.89 2.25 2.25

12.47 13.18 33.98 33.98 35.20 35.20

Total 27.35 51.18 82.51 101.48 101.53 131.03

AE/AEE
RWS, Mandal: Yedapally
SPECIFICATION REPORT ACCOMPANYING THE DETAILED LINE ESTIMATE
FOR PROVIDING PWS SCHEME
AT MANTHANI( BC COLONY) (V) ARMOOR (M)

Grant: EST. COST: RS:2.50 LAKHS

1) INTRODUCTION:- The Habitation is located in Armoor mandal and is 10 km from the mandal head
quarters. The SCs population of the village as per 2001 cencus is 4350

2) Existing water facilities:- There are 1 Nos Hand pumps in the habitation, out of which 1 No is working
working.

3) NECESSITY OF THE SCHEME:- The existing OHSR unable to serve to The BC Colony, the population
of BC Colony about 1000 and drinking water problem arises in the locality To over come the drinking
water problem the following provisions are made in this estimate.

a) Construction of 20000 Litres capacity 6.0m staging OHSR

b) CI Pipes and specials to OHSR
c) Provision of LS amount for unforeseen items of the work.

4) CONCLUSION:-With the above Items of work, the line estimate is preapared with common SSR 2005-
06 worked out to Rs 2.50 Lakhs.

Dy.Executive Engineer Assistant Engineer

(PR)RWS Sub Division:Armoor (PR)RWS Mandal:Armoor
 DESIGN CALCULATIONS :
FOR PROVIDING PWS SCHEME
AT MANTHANI( BC COLONY) (V) ARMOOR (M)

1 Population as per 2001 census 1320

2(a Present Population 2005 @ 2% increase 1.08 x 1320 1426

(b Add Floating population 200
TOTAL POPULATION 1626

3 Prospective population 1.22 x 1625.6 1983

4 Ultimate population 1.49 x 1625.6 2422

5 Prospective daily demand 1983 x 40 Litres 79320

6 Ultimate daily demand 2422 x 40 Litres 96880

7 Prospective Rate of flow(A)

79320 Lpm 82.63
16x 60

8 Ultimate Rate of flow (B)

96880 Lpm 100.9167
16x 60

Pumping main
0.46 6.35
Dia of pumpingmain 0.76( B )

But the drilled bore well is having yield of 1800 GPH

Hence provide 90mm dia 6 Kg/cm2

Dy.Executive Engineer Assistant Engineer

(PR)RWS Sub Division:Armoor (PR)RWS Mandal:Armoor
 GENERAL ABSTRACT ESTIMATE FOR PROVIDING PWS SCHEME
AT MANTHANI( BC COLONY) (V) ARMOOR (M)
S. Description of Item Qty Rate Per Amount
No.

1 2 3 4 5 6

1 (a) Drilling of 165mm dia borewell in all soils including all

charges etc complete

(b) Inserting of 180mm dia 6kg/cm2 pvc casing pipe including

all charges etc complete

2 Providing sub mersible pump set 3HP/ 10 Stages with all

accessories Provided in Sanctioned ARWS Grant
(As per sub-estimate)

3 Providing Pumping main with 75mm dia 4 kg/cm2 HDPE

Pipe line
(As per sub-estimate)

4 Construction of 20000 ltrs capacity6.0m staging OHSR 210000.00

(As per sub-estimate)

5 Provision for CI pipes & specials for OHSR 40000.00

(As per sub-estimate)

6 Providing Distribution with 75 mm dia 4 kg/cm2 HDPE Pipe

line
(As per sub-estimate)

7 Provision for GI& HDPE specials for pipeline connections LS

8 0.5% QC inspection & 0.50% QC investigation charges

TOTAL 250000.00

Dy.Executive Engineer Assistant Engineer

(PR)RWS Sub Division:Armoor (PR)RWS Mandal:Armoor
 DETAILED SUB- ESTIMATE FOR PROVIDING PUMPSET WITH ALL ACCESSORIES
AT MANTHANI( BC COLONY) (V) ARMOOR (M)
Sl. Description of item Qty. Rate Per Amount
No.
1 2 3 4 5 6
1 Supply and delivery of Submersible pump set suitable to 150 mm dia
bore wells coupled with motor 3-phase 2900 Rpm. 400V(-20% +10%)
Range from 320 to 440 Volts. Freequency of 50 Hz of Reputed make
with minimum over all efficiency of 40% at the Duty point with Radial /
Mixed flow including cost and conveyance of motor, pump set etc,.
complete. Teh pump set should confirm to IS 8034; 1976 41989 and
motor should confirm to IS 9283; 1779 as ammended from time to time
including revision if any bearing ISI mark, the pump set and motor shall
be guaranted for 18 months from date of supply or 12 months from teh
date of commissioning which ever is earlier, the rate is including of all
taxes duties insurance and TRansportation Charges et., complete.

For5.0HP/10 Stages 1 No #REF! each #REF!

2 Supply and delivery of wall mounted industrial type control panel board
of size 600x600x250m made if 18SWG CRCA sheet steel conclosure
14SWG mounting plate for cable entry fabricated, painted with two coats
of red oxide primer and two coats of final light grey paint lock and key
arrangements two side loveurs with weld mesh etc., complete.
Consisting of the following equipment with all internal wiring using fine
cab of suitable size and capacity and cable clamp etc., complete for 3
phase power pumps

For pannel Board consisting of above components for 3- phase motor 1 No #REF! each #REF!
suitable up to 7.5 HP with DOL starter and suitable range of capacitor
and switch fuse units as above

3 Supply of Galvanised mild steel pipes (Medium class) of 50 mm dia 45 M #REF! #REF!
Nominal bore confirming to IS 1239/part - 1 1990 constinuosley welded
ERW/HFTW type and screwel at both ends as per IS 554 and end fitted
with socket (Heavy class) as per IS 1239/part - II / 1992 and the end
fitted with plastic ring exact length of 3.00 Mt + 5% etc., complete.

4 Supply and delivery of PVC insulated and PVC shealthed flexible - 3 60 M #REF! #REF!
Core Flat type submersible cable suitable for submersible pump set
conductors composed of ennealed high conductivity copper wire,
confirming to IS 694 with its revisions and Ammendments from time to
time, etc., complete 3 Core 2.5 Sqmm

5 Supply and delivery of 50 mm dia GI Non Return vlave confirming ISI 1 No #REF! each #REF!
specification
6 Supply and delivery of 7/20 Serivce wire of Reputed make etc., 90 M #REF! #REF!
complete.
7 Supply and delivery of G.I Bend heavy duty 'C' class threaded at both 1 No #REF! each #REF!
ends of 50x90mm with arm length of 20 cm
8 Supply and delivery of 50 mm dia MS clamp set 450 mm length, 12 mm 2 Nos #REF! each #REF!
thick plate, 75 mm vide with 6 Nos of 16 mm bolts & nuts
9 Supply and delivery of mild steel threaded flanges 50 mm dia MS flange 1 No #REF! each #REF!
set (2nos) of 150 mm dia 12 mm thick of (flange) with 4 nos 15 mm dia
bolts & nuts
10 Supply and fixing of MS bore well cover to suit 165 mm dia bore well 1 No #REF! each #REF!
including all charges complete.

11 Installation Errection Earthing testing and Commissioning of 1 Job #REF! each #REF!
Submersible pump set including conveyance of all materials to work site
including fixing of G.I pipes valves, specials and all other related items
but excluding cost of GI pipes, valves, and specials etc., with a trial run
of one week.

TOTAL #REF!
Sl. Description of item Qty. Rate Per Amount
No.
Dy.Executive Engineer Assistant Engineer
(PR)RWS Sub Division:Armoor (PR)RWS Mandal:Armoor
 DETAILED SUB - ESTIMATE FOR PROVIDING PUMPING MAIN TO PWS SCHEME
AT MANTHANI( BC COLONY) (V) ARMOOR (M)
Sl.No Description of item Qty Rate Per Amount
1 2 3 4 5 6
Providing pipe line for water supply with HDPE pipes as per
IS 4984/1995 with its ammedments and revisions thereon
with supplyof pipes and trench excavation for earth work
excavation in all types of soils except hard rock which
required partial blasting and depositing on bank with initial
lead of 10 mts and lift of 2mts laying of pipes carefully into
trench and laying in alingment and gradient jointing the
pipeline with materials including refilling the trench with
excavated soils removal of surplus earth from the soil
testing the pipeline to hydraulic field test pressure including
TOT charges but excluding CED, APGST charges on pipes
complete for finished item of work. (Trench size is
0.30X.45M for 32 mm dia, 0.40x0.90 for 63 to 75mm dia
pipe, 0.70x1.00 for 90 to 140mm dia and 0.80x110 for
160mm to 200mm dia).

75 mm dia 6kg/cm2 PE-80 Grade HDPE Pipe line 600.00 M #REF! 1 Rmt #REF!

TOTAL #REF!

Dy.Executive Engineer Assistant Engineer

(PR)RWS Sub Division:Armoor (PR)RWS Mandal:Armoor
 DETAILED SUB - ESTIMATE FOR PROVIDING DISTRIBUTION TO PWS SCHEME
AT MANTHANI( BC COLONY) (V) ARMOOR (M)
Sl.No Description of item Qty Rate Per Amount
1 2 3 4 5 6
1 Providing pipe line for water supply with PVC pipes as per
IS 4984/1995 with its ammedments and revisions thereon
with supplyof pipes and trench excavation for earth work
excavation in all types of soils except hard rock which
required partial blasting and depositing on bank with initial
lead of 10 mts and lift of 2mts laying of pipes carefully into
trench and laying in alingment and gradient jointing the
pipeline with materials including refilling the trench with
excavated soils removal of surplus earth from the soil
testing the pipeline to hydraulic field test pressure including
CED, APGST charges on pipes complete for finished item
of work. (Trench size is 0.30X.45M for 32 mm dia,
0.40x0.90 for 63 to 75mm dia pipe, 0.70x1.00 for 90 to
140mm dia and 0.80x110 for 160mm to 200mm dia).

a) 75 mm dia 4kg/cm2 PE-80 Grade HDPE Pipe line 750.00 M #REF! 1 Rmt #REF!

2 Cost of plat form for public stands posts in distribution 10 Nos 1182.92 1 Each 11829.00
system including earth work excavation for foundation
suppling and fixing of precasted RCC circular ring of
prefabricated 900 mm dia 0.30m height ,RCC Prefabricated
central stand post of 150 mm dia 2.0 mt height CC (1:2:4)
bed inside ring and excavated of stand posts duly using
15mm dia G I pipes 2.5Mts long and couplings beds
( 2nos) Elbows (1No) Barrel nipple (2nos) Bibcock (1 no
and saddle piece including clamps and connecting charges
to distribution pipe line etc., complete for finished item of
work.

TOTAL #REF!

Dy.Executive Engineer Assistant Engineer

(PR)RWS Sub Division:Armoor (PR)RWS Mandal:Armoor
 DETAILED SUB - ESTIMATE FOR CONSTRUCTION OF 20000 Ltrs OHSR 6.0M STAGING
AT MANTHANI( BC COLONY) (V) ARMOOR (M)
Sl. Description of work No L B D Qty Rate Per Amt.
No.
1 2 3 4 5 6 7 8 9 10
1 Earth work excavation and depositing on bank with intial lead and lift in
all soils including labour charges complete for foundation.

For foundation 1xII/4 3.50 3.50 2.50 24.04 Cum 44.46 1 Cum 1069.00

2 CC (1:4:8) mix using 40mm HBG MC metal including cost and

conveyance of all mateirals and labour charges etc., complete for
Foundation.
For foundation 1xII/4 3.50 3.50 0.15 1.44 Cum 1483.25 1 Cum 2139.00

3 VRCC (1:1.5:3) mix using 20mm Machine crushed granite metal

including cost and conveyance of all materials and labour charges but
excluding cost of steel and fabrication charges of steel.
For Raft

1xII/4 3.20 3.20 0.35 2.81

1xII 1.50 0.30 0.05 0.07
5.320 Cum 2977.29 1 Cum 15839.00
4 VRCC (1:1.5:3) mix using 20mm Machine crushed granite metal
including cost and conveyance of all materials and labour charges but
excluding cost of steel and fabrication charges of steel.
For Column

a Up to G L 1x4 0.23 0.23 1.95 0.413

b Up to 5.00m above G L 1x4 0.23 0.23 5.00 1.058
2.680 Cum 3625.32 1 Cum 9716.00

c Up to 5.00m To 6.00m above G L 1x4 0.23 0.23 0.40 0.085 Cum 3681.37 1 Cum 312.00

4 VRCC (1:1.5:3) mix using 20mm Machine crushed granite metal

including cost and conveyance of all materials and labour charges but
excluding cost of steel and fabrication charges of steel.
For Braces

Up to 5.00m above G L 4x2 1.98 0.23 0.30 1.093 Cum 6337.07 1 Cum 6926.00

5 VRCC (1:1.5:3) mix using 20mm Machine crushed granite metal

including cost and conveyance of all materials and labour charges but
excluding cost of steel and fabrication charges of steel.

a for bottom slab 1xII/4 1.50 1.50 0.15 0.26 Cum 3623.19 1 Cum 960.00

b for conical slab 1xII 5.50+1.5 0.125 3.09 4.24 Cum ### 1 Cum 57170.00
0 2

c for Ring beam 1xII 1.50 0.30 0.45 0.64 Cum 5729.27 1 Cum 3643.00

6 VRCC (1:2:4) mix using 20mm Machine crushed granite metal including
cost and conveyance of all materials and labour charges but excluding
cost of steel and fabrication charges of steel.

For top slab 1xII / 5.50 5.50 0.10 2.37

Deduct Man hole portion 4
1x1 0.60 0.60 0.10 0.036
Deduct central phenail portion 1x1 0.60 0.60 0.10 0.036
-------
Sl. Description of work No L B D Qty Rate Per Amt.
No.
2.30 Cum 6942.71 1 Cum 15968.00
7 Plastering in CM (1:3) 20mm thick with Accoproof powder including cost
and conveyance of all materials labour charges etc., complete for inside
and out side Tank alround.
In side tank
For conical Side walls 1xII 5.40+1.5 0.00 3.09 33.96
0
2
For bottom slab 1xII / 1.50 1.50 0.00 1.77
4 35.73 Cum 1102.95 10 Sqm 3940.00

8 Plastering in CM (1:4) 12mm thick with Accoproof powder including cost

and conveyance of all materials labour charges etc., complete for inside
and out side Tank alround.

Out side tank

For conical Side walls 1xII 5.50+1.5 0.00 3.09 33.96
0 2
For top slab projection 1xII 5.50 0.00 0.10 1.73
for Ring beam sides 1xII 1.50 0.00 1.14 5.37
for bottom slab 1xII / 1.20 1.20 0.00 1.13
For Columns 4
4x4 0.23 0.00 5.40 19.87
For Braces 4x2 1.98 1.06 0.00 16.79
78.85 Sqm 526.22 10 Sqm 4149.00
9 Supply and fixing of RCC central Phenial as per approved
pattern including all charges etc,. Complete
1x1 1.00 No 750.00 1 Each 750.00
10 Supply and fixing of RCC hand railing as per approved pattern
including all charges etc., complete 1xll 4.20 13.19 Rmt 150.00 1 Rmt 1979.00
11 Supply and fixing of CI light type man hole cover of size 600mm dia
x600 mm dia as per approved pattern
1x1 1.00 No 480.00 1 Each 480.00
12 Supply and fixing MS ladder of 450mm dia with outside the reservior
made up of with Langles of size 65x65 M with 20mm MS bar hand
railling including painting etc., complete From GL to top of Reservior.

1x1 10.00 10.00 Mtrs 600.00 1 Rmt 6000.00

13 S/F of fly proof ventilators as per approved pattern
1x4 4.00 Nos 290.00 1 Each 1160.00
14 Supply and fixing of RCC ladder of approved design etc., complete
inside the reservior. 1x1 3.00 3.00 Mtrs 150.00 1 Rmt 450.00

15 Supply and fixing of lighting arrestor as per standard specifications

etc., complete

1x1 1.00 No 2900.00 1 Each 2900.00

16 Supply and fixing of water level indicator as per standard specifications

etc., complete
1x1 1.00 No 1000.00 1 Each 1000.00

17 Cost of steel and its fabrication charges 1500.00 Kg 35.15 1 Kg 52728.00

18 Snowcem paint in two coats over primary cost using janatha cem in
single coat in C/C of all materials, scafoding and centering charges
complete.
For conical Side walls 1xII 5.50+1.5 0.00 3.09 33.96
0
Sl. Description of work No L B D Qty Rate Per Amt.
No.
2
For top slab projection 1xII 5.50 0.00 0.10 1.73
for Ring beam sides 1xII 1.50 0.00 1.14 5.37
for bottom slab 1xII / 1.20 1.20 0.00 1.13
For Columns 4
4x4 0.23 0.00 5.40 19.87
For Braces 4x2 1.98 1.06 0.00 16.79
78.85 Sqm 380.89 10 Sqm 3003.00
19 Painting the Name board on OHSR with Telugu letters with aproved
matter as per Department instructions including all charges etc.
complete

1x1 1.00 Job 624.00 1 Job 624.00

20 Jointing of CI Pipes, fittings and valves with flanged ends excluding

jointing materials and testing to required pressure etc complete.

For 80 mm dia 1x30 30.00 Joints 47.70 1 Joint 1431.00

21 Constuction of brick valve chambers of size 0.90x0.90x0.90m including

earth work excavation CC (1:4:8) on bottom and Brick masonary with
CM (1:6) Prop Plastering with CM (1:3) 20 mm thick fixing of RCC
prefabricated cover over valve chamber including all charges etc
complete.For inlet & out let to OHSR

1x2 2.00 Nos 3307.92 1 Each 6616.00

22 LS for u/s item of work LS 9048.00

TOTAL 210000.00

Dy.Executive Engineer Assistant Engineer

(PR)RWS Sub Division:Armoor (PR)RWS Mandal:Armoor
 DATA SHEET (SSR-2005-06)
CONSRUCTION OF 20000 Litres CAPACITY OHSR
AT MANTHANI( BC COLONY) (V) ARMOOR (M)
Sl.N0. Quantity Description of Item Rate Per Amount

1 2 3 4 5 6
1 1.00 Cum Earth work excavation and depsiting on bank with 28.50 1 Cum 28.50
an initial lead of 10M and lift 2M in ordinary
gravetly soils etc., complete as per S.S. 20-B

Add 50% Extra 14.25

42.75
Add 4 % TOT Charges 1.71
TOTAL 44.46

2 1.00 Cum C.C. (1:4:8) mix. Using 40mm gauge H.G. Metal
including cost and coveyance of all matrial and
labour charges etc., complete for finished item of
work
0.92 Cum Cost of 20mm guage H.G. Metal 520.30 1 Cum 478.68
0.46 Cum Cost of Sand 240.60 1 Cum 110.68
0.46 Cum Labour Mixing charges of cement morter 19.50 1 Cum 8.97
0.40 nos Mason 1st class + 70% 2nd class 142.70 1 Each 57.08
1.80 nos Man Mazdoor 106.00 1 Each 190.80
1.40 nos Women Mazdoor 106.00 1 Each 148.40
0.166 MT Cost of cement 2600.00 1 MT 431.60
1426.20
Add 4 % TOT Charges 57.05
TOTAL 1483.25

3 1.00 cum Brick masonary in CM(1:6) prop Using 1st class

bricks including cost and conveyance of all
materials and labour charges etc; complete.

512 nos Cost of bricks 1547.10 ### Nos 792.12

0.20 cum Cost of Sand 240.60 1.00 Cum 48.12
0.20 cum Mixing charges for Morter 19.00 1.00 Cum 3.80
1.40 nos Mason 1st +2nd Class 142.70 1.00 Each 199.78
0.70 nos Man Mazdoor 106.00 1.00 Each 74.20
2.10 nos Woman Mazdoor 106.00 1.00 Each 222.60
0.048 MT Cost of Cement 2600.00 1.00 MT 124.80
1465.42
Add 4 % TOT Charges 58.62
TOTAL 1524.03

4 1.00 Cum C.C. (1:11/2:3) mix. Using 20mm gauge H.G. Metal
including cost and coveyance of all matrial and
labour charges etc., complete for finished item of
work

0.92 Cum Cost of 20mm guage H.G. Metal 855.80 1 Cum 787.34
0.46 Cum Cost of Sand 240.60 1 Cum 110.68
0.46 Cum Machine Mixing charges of cement morter 31.50 1 Cum 14.49
1.00 Cum Add vibrating charges 32.00 1 Cum 32.00
0.40 nos Mason 1st class + 70% 2nd class 142.70 1 Each 57.08
2.10 nos Man Mazdoor 106.00 1 Each 222.60
3.50 nos Women Mazdoor 106.00 1 Each 371.00
0.441 MT Cost of cement 2600.00 1 MT 1146.60
TOTAL 2741.78

5 1.00 Cum RCC (1:1 1/2 :3) mix using 20mm guage H.G.
Metal including cost and conveyence of all material
and labour charges including centring curing But
excluding cost of steel and fabrication charges
Raft.

1.00 Cum Cost of Plain C.C(1 11/2.3) 2741.78 1 Cum 2741.78

Sl.N0. Quantity Description of Item Rate Per Amount

1 2 3 4 5 6
1.00 Cum Centring Charges 121.00 1 Cum 121.00
2862.78
Add 4 % TOT Charges 114.51
TOTAL 2977.29

6 1.00 Cum RCC (1:1 1/2 :3) mix using 20mm guage H.G.
Metal including cost and conveyence of all material
and labour charges including centring curing But
excluding cost of steel and fabrication charges
Column up 5.0M

1.00 Cum Cost of Plain C.C(1 11/2.3) 2741.78 1 Cum 2741.78

1.00 Cum Centring Charges 744.10 1 Cum 744.10
3485.88
Add 4 % TOT Charges 139.44
TOTAL 3625.32

7 1.00 Cum RCC (1:1 1/2 :3) mix using 20mm guage H.G.
Metal including cost and conveyence of all material
and labour charges including centring curing But
excluding cost of steel and fabrication charges
Column up 5.0M to 8.0M
1.00 Cum Cost of Plain C.C(1 11/2.3) 2741.78 1 Cum 2741.78
1.00 Cum Centring Charges 744.10 1 Cum 744.10
1.00 No Add Lift charges 53.90 1 Cum 53.90
3539.78
Add 4 % TOT Charges 141.59
TOTAL 3681.37

7 1.00 Cum RCC (1:1 1/2 :3) mix using 20mm guage H.G.
Metal including cost and conveyence of all material
and labour charges including centring curing But
excluding cost of steel and fabrication charges
Braces up to 5.0m
1.00 Cum Cost of Plain C.C(1 11/2.3) 2741.78 1 Cum 2741.78
12.03 Sqm Centring Charges 278.60 1 Sqm 3351.56
6093.34
Add 4 % TOT Charges 243.73
TOTAL 6337.07

7 1.00 Cum RCC (1:1 1/2 :3) mix using 20mm guage H.G.
Metal including cost and conveyence of all material
and labour charges including centring curing But
excluding cost of steel and fabrication charges
Braces 5.0m to 6.0m
1.00 Cum Cost of Plain C.C(1 11/2.3) 2741.78 1 Cum 2741.78
12.03 Sqm Centring Charges 278.60 1 Sqm 3351.56
1.00 No Add Lift charges 53.90 1 Cum 53.90
6147.24
Add 4 % TOT Charges 245.89
TOTAL 6393.13

8 1.00 Cum RCC (1:1 1/2 :3) mix using 20mm guage H.G.
Metal including cost and conveyence of all material
and labour charges including centring curing But
excluding cost of steel and fabrication charges
Bottom Ring beam
1.00 Cum Cost of Plain C.C(1 11/2.3) 2741.78 1 Cum 2741.78
8.89 Sqm Centring Charges 305.20 1 Sqm 2713.23
1.00 No Add Lift charges 53.90 1 Cum 53.90
5508.91
Add 4 % TOT Charges 220.36
TOTAL 5729.27
Sl.N0. Quantity Description of Item Rate Per Amount

1 2 3 4 5 6
9 1.00 Cum RCC (1:1 1/2 :3) mix using 20mm guage H.G.
Metal including cost and conveyence of all material
and labour charges including centring curing But
excluding cost of steel and fabrication charges
Bottom Slab
1.00 Cum Cost of Plain C.C(1 11/2.3) 2741.78 1 Cum 2741.78
8.82 Kg Add cost of impervious water proofing compound 18.40 1 Kg 162.29
6.67 Sqm Centring Charges 788.40 10 Sqm 525.86
1.00 No Add Lift charges 53.90 1 Cum 53.90
3483.83
Add 4 % TOT Charges 139.35
TOTAL 3623.19

10 1.00 Cum RCC (1:1 1/2 :3) mix using 20mm guage H.G.
Metal including cost and conveyence of all material
and labour charges including centring curing But
excluding cost of steel and fabrication charges
Side walls conical portion
1.00 Cum Cost of Plain C.C(1 11/2.3) 2741.78 1 Cum 2741.78
8.82 Kg Add cost of impervious water proofing compound 18.40 1 Kg 162.29
16.00 Sqm Centring Charges 624.50 1 Sqm 9992.00
1.00 No Add Lift charges 53.90 1 Cum 53.90
12949.97
Add 4 % TOT Charges 518.00
TOTAL 13467.97

11 1.00 Cum RCC (1:1 1/2 :3) mix using 20mm guage H.G.
Metal including cost and conveyence of all material
and labour charges including centring curing But
excluding cost of steel and fabrication charges
Side walls straight portion
1.00 Cum Cost of Plain C.C(1 11/2.3) 2741.78 1 Cum 2741.78
8.82 Kg Add cost of impervious water proofing compound 18.40 1 Kg 162.29
16.00 Sqm Centring Charges 624.50 1 Sqm 9992.00
1.00 No Add Lift charges 53.90 1 Cum 53.90
12949.97
Add 4 % TOT Charges 518.00
TOTAL 13467.97

12 1.00 Cum C.C. (1:2:4) mix. Using 20mm gauge H.G. Metal
including cost and coveyance of all matrial and
labour charges etc., complete for finished item of
work
0.92 Cum Cost of 20mm guage H.G. Metal 855.80 1 Cum 787.34
0.46 Cum Cost of Sand 240.60 1 Cum 110.68
0.46 Cum Machine Mixing charges of cement morter 31.50 1 Cum 14.49
1.00 Cum Add vibrating charges 32.00 1 Cum 32.00
0.40 nos Mason 1st class + 70% 2nd class 142.70 1 Each 57.08
2.10 nos Man Mazdoor 106.00 1 Each 222.60
3.50 nos Women Mazdoor 106.00 1 Each 371.00
0.331 MT Cost of cement 2600.00 1 MT 860.60
TOTAL 2455.78

13 1.00 Cum RCC (1:2 :4) mix using 20mm guage H.G. Metal
including cost and conveyence of all material and
labour charges including centring curing But
excluding cost of steel and fabrication charges
Top slab
1.00 Cum Cost of Plain C.C(1 11/2.3) 2455.78 1 Cum 2455.78
10.00 Sqm Centring Charges 416.60 1 Sqm 4166.00
1.00 No Add Lift charges 53.90 1 Cum 53.90
6675.68
Add 4 % TOT Charges 267.03
Sl.N0. Quantity Description of Item Rate Per Amount

1 2 3 4 5 6
TOTAL 6942.71

14 10.00 sqm Plastering with CM (1.3) 20mm thick including and

oveyance of all material and labour charges et.,
omplete for finishe item of work.

0.21 Cum Cost of Sand 240.60 1 Cum 50.53

0.21 Cum Mixing charges of cement morter 19.50 1 Cum 4.10
2.20 nos Mason 1st class 30%, 70% and 2nd class 142.70 1 Each 313.94
0.50 nos Man Mazdoor 106.00 1 Each 53.00
3.20 nos Women Mazdoor 106.00 1 Each 339.20
0.101 MT Cost of cement 2600.00 1 MT 262.60
2.02 Kg Add cost of impervious water proofing compound 18.40 1 Kg 37.17
1060.53
Add 4 % TOT Charges 42.42
TOTAL 1102.95

15 10.00 sqm Plastering with CM (1.4) 12mm thick including and

oveyance of all material and labour charges et.,
omplete for finishe item of work.

0.15 Cum Cost of Sand 240.60 1 Cum 36.09

0.15 Cum Mixing charges of cement morter 19.50 1 Cum 2.93
1.10 nos Mason 1st class 30%, 70% and 2nd class 142.70 1 Each 156.97
0.50 nos Man Mazdoor 106.00 1 Each 53.00
1.10 nos Women Mazdoor 106.00 1 Each 116.60
0.054 MT Cost of cement 2600.00 1 MT 140.40
505.99
Add 4 % TOT Charges 20.24
TOTAL 526.22

16 10.00 sqm Painting with white cement as primary coat

including cost and coveyance of all material and
labour charges etc., complete.

3.50 Kg Cost of white cement 13.00 1.00 Kg 45.50

0.21 nos Painter 1st class 156.00 1.00 Each 32.76
0.49 nos Painter 2nd class 137.00 1.00 Each 67.13
TOTAL 145.39

17 10.00 sqm Painting with Snowcem as secondary coat

including cost and coveyance of all material and
labour charges etc., complete.

10.00 sqm Cost of Primary coat 145.39 10 Sqm 145.39

3.50 Kg Cost of snowcem paint 864.00 25.00 Kg 120.96
0.21 nos Painter 1st class 156.00 1.00 Each 32.76
0.49 nos Painter 2nd class 137.00 1.00 Each 67.13
366.24
Add 4 % TOT Charges 14.65
TOTAL 380.89

18 1 kg Cost of Steel including fabnacation charges for

steel cost of binding wire etc., complete.
1 kg Initial rate 29.50 1 kg 29.50
1 kg Fabnaction charges 4.30 1 kg 4.30
33.80
Add 4 % TOT Charges 1.35
TOTAL 35.15
Sl.N0. Quantity Description of Item Rate Per Amount

1 2 3 4 5 6
Dy.Executive Engineer Assistant Engineer
(PR)RWS Sub Division:Armoor (PR)RWS Mandal:Armoor
 LEAD STATEMENT AS PER 2005-2006 SSR
Add Deduct Add machine
Place of Availability Lead in Conveyance Initial cost Add S/
Sl.No. Name of the Material Unit blasting stacking crushing Total
of Material kM charges of Material charges
charges charges charges
1 2 3 4 5 6 7 8 9 10 11

1 Sand for mortar 1 Cum Jankampet 18 136.40 72.00 0.00 3.80 0.00 36.00 240.60

2 40MM Metal 1 Cum Munipally 17 146.60 282.00 53.00 6.30 0.00 45.00 520.30

3 20 MM Metal 1 Cum Munipally 17 146.60 494.00 53.00 6.30 123.50 45.00 855.80

4 Bricks 1000Nos Local 5 168.30 1350.00 0.00 6.20 0.00 35.00 1547.10

*NOTE* 1) The above quaries are nearer to site to the best of my knowledge.
2) The above leads are correct to the best of my knowledge.
3) The quaries requires full blasting.

Dy.Executive Engineer Assistant Engineer

(PR)RWS Sub Division:Armoor (PR)RWS Mandal:Armoor
 DATA SHEET FOR CONSTRUCTION OF BRICK VALVE CHAMBERS
AT MANTHANI( BC COLONY) (V) ARMOOR (M)
Sl. Description of work N L B D Qty Rate Per Amount
1 2 3 4 5 6 7 8 9 10
1 Earth Work Excavation depositing on bank with an intial lead and intial lift
of 2 mts in ordinary soils etc complete
For foundation 1x1 1.36 1.36 1.05 1.94
1.94 cum 44.46 1.00 10 cum 86.34

2 Fiiling founds with Cement Concrete In CM(1:4:8) prop. Using with 40mm
guage HG broken stone metal including cost and conveyance of all labour
and metrilas charges etc complete
For foundation 1x1 1.36 1.36 0.15 0.28
0.28 cum 1483.25 1.00 1 cum 411.51

3 Const of Brick Masonary in CM(1:6) Prop using 2nd class brilcks including
cost and conveyance of all charges etc complete
Long wall 1x2 1.36 0.23 0.90 0.56
Cross wall 1x2 0.90 0.23 0.90 0.37
0.94 cum 1524.03 1.00 1 cum 1425.95

4 RCC in cm(1:2:4) prop using 20mm guage metal including cost and conveyance
of all charges including of all charges. But excluding cost and conveyance of steel
and fabrication charges etc., complete.
Roof slab over chambers 1x1 1.36 1.36 0.075 0.14
Deduct Manhole portion 1x1 0.30 0.30 0.075 0.01
0.15 cum 2455.78 1.00 1 cum 357.24

5 Plastering with CM(1:3) 20mm thick including cost and conveyance of

all charges etc complete
In side 1x4 0.90 0.00 0.90 3.24
out side 1x4 1.36 0.00 0.30 1.63
Top 1x4 1.36 0.23 0.00 1.25
6.12 sqm 1102.95 10.00 Sqm 675.36

6 Add cost of steel and fabrications charges. 10.00 Kgs 35.15 1.00 Kg 351.52

TOTAL= 3307.92

Dy.Executive Engineer Assistant Engineer

(PR)RWS Sub Division:Armoor (PR)RWS Mandal:Armoor
 DETAILED SUB- ESTIMATEPROVIDING CI PIPES & SPECIALS TO OHSR
AT MANTHANI( BC COLONY) (V) ARMOOR (M)
Sl.N Description of Item Qty Rate Per Amount
o.
1 2 3 4 5 6
1 S/d of 80 mm dia x2.00 m CI D/F pipes 15 Nos 1562.75 1.00 Each 23441.00

2 S/d of 80 mm dia x0.90 m CI D/F pipes 3 Nos 838.57 1.00 Each 2516.00

3 S/d of 80 mm dia x0.60 m CI D/F pipes 3 Nos 641.06 1.00 Each 1923.00

4 S/d of 80 mm dia CI D/F bend 4 Nos 698.25 1.00 Each 2793.00

5 S/d of 80 mm dia CI sluice valve PN - 1.0 2 Nos 1705.00 1.00 Each 3410.00

6 S/d of 80 mm dia CI semi circular bend 1 No 750.19 1.00 Each 750.00

Add 16% CED

LS 5167.00
Add 8% APGST

TOTAL 40000.00

Dy.Executive Engineer Assistant Engineer

(PR)RWS Sub Division:Armoor (PR)RWS Mandal:Armoor
 DATA SHEET (SSR-2004-05)
Sl.N0. Quantity Description of Item Rate Per Amount

1 2 3 4 5 6
1 1 Job Cost of plat form for public stands posts in
distribution system including earth work excavation
for foundation suppling and fixing of precasted
RCC circular ring of prefabricated 900 mm dia
0.30m height ,RCC Prefabricated central stand
post of 150 mm dia 2.0 mt height CC (1:2:4) bed
inside ring and excavated of stand posts duly
using 15mm dia G I pipes 2.5Mts long and
couplings beds ( 2nos) Elbows (1No) Barrel nipple
(2nos) Bibcock (1 no and saddle piece including
clamps and connecting charges to distribution pipe
line etc., complete for finished item of work.

1 No Cost of 900 mmdia RCC Prefabricated circular ring 295.00 1 Each 295.00
0.30 mt height
1 No Cost of 150 mmdia RCC Prefabricated central 250.00 1 Each 250.00
stand post 2.00m height

1 No Earth work excavation , CC (1:4:8) 40 mm HG 260.00 1 Each 260.00

metal for bottom, plastering CM (1:3) 20 mm thick
including all materials and labour charges etc
complete.
1 No Labour charges for fitting GI pipes and fittings 150.00 1 Each 150.00
including cutting threading etc complete

1.50 M Cost of 15 mm dia GI B class pipe 34.95 1 Rmt 52.43

1.00 No Cost of 15 mm dia GI bend 30.00 1 Each 30.00
1.00 No Cost of 15 mm dia GI coupling 25.00 1 Each 25.00
1.00 No Cost of 15 mm dia GI TAP 25.00 1 Each 25.00
1.00 No Cost of 75 mm dia pvc saddle piece 50.00 1 Each 50.00
TOTAL 1137.43
Add 4% TOT Charges 45.50
TOTAL 1182.92

Assistant Engineer Dy.Executive Engineer Executive Engineer,

RWS, Mandal: RWS Sub-Division : (PR) RWS Divn. Nizamabad.
Engineer,
n. Nizamabad.