School Wall Construction Plan
School Wall Construction Plan
Location:- Narsingapoor
Mandal:- Dichpally
District:- Nizamabad
Division:- Nizamabad
Circle:- Nizamabad
Assistant Engineer
PR MP PR MP Dichpally
CROSS CHECK
LS AMOUNT 32712.00
DETAILED ESTIMATE
Strength:- 109
The above work has been Administratively Sanctioned for Rs.31 under MGNREGS 2021-22
(Mana Ooru-Mana Badi) Programme as per instructions of District Collector for according
administrative sanction
1 Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of
10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting,
etc. complete for finished item of work including c/c
2 Plain Cement Concrete (1:4:8)(Cement:fine agg:Coarse agg)using course agg 40mm size
hard,machine crushed granite from approved quarry including cost and conveyance of all materials
and labour charges etc for foundation and flooring bed
3 Construction of RR Masonry in CM (1:6) Cement: Sand) using hard granite stones from approved
quarry including cost and conveyance of all materials l labor charges complete for finished item of
work for foundation and basement
4 Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and
basement with initial lead in layers not exceeding 15 cm thick,
5 Brick Masonary 2nd Class Ground moulded or treditional size 23x11x7 Cm in Cement Mortor 1:6 Prop
including Cost & conveyance of all Materials and labour charges etc complete
6 Supply and placing of the design Mix Concrete M20 grade corresponding to IS 456 with minimum
cement content of 350Kgs per 1cum of concrete including Cost & conveyance of all Materials and
labour charges etc complete for roof slab
7
Providing thermo mechanically treated (TMT) reinforcement (Fe-500/550D grade as per IS 1786-2008
procured invariably from the primary/integrated steel producers) of different diameters for RCC works
8 Plastering 20mm thick two coats with base coat of 16mm thick in C.M. (1:6) and top coat of 4mm thick
in C.M. (1:3) with dubara sponge finishing including cost and conveyance of all material and labour
charges for External walls
9 Painting to new walls with 2 coats of Plastic Emulsion Paint Asian/ Berger/ Nerolac/ Saicoat/Indocem
or Equivalent and shade over Priming Coat with Cement Primer Waterbase Interior Gr- 1 for internal
and external walls.
10 L/S for rounding
The Estimate is prepared with RSSR and CSSR of 2021-22 and submitted for according
Administrative Sanction for Rs: lakhs.
3052028.00
INTERNAL PLASTERING
Ceiling ### x 1 2.82 2.67 2258.82
Walls ### x 2 2.82 2.75 4653.00
### x 2 2.67 2.75 4405.50
WC walls ### x 2 1.20 2.75 1980.00
### x 2 0.90 2.75 1485.00
Urinal Partitions ### x 2 0.60 1.20 1296.00
### x 3 0.60 0.115 62.10
Deduct Doors ### x 1 0.90 2.10 -567.00
### x 1 0.70 2.10 -441.00
Slab projection Out side ### x 2 3.88 0.30 698.40
### x 2 3.13 0.30 563.40
Sump Floor ### x TT/4 2.10 2.10 1039.50
Sump Inside ### x 1 4.70 1.80 2538.00
Sump outside ### x 1 6.16 1.80 3326.40
TOTAL 23298.12 373.85
SQM SQM
no. RATE/
DESCRIPTION Nos. L B D Q
PER
10
Plastering to brick masonary wall with 20mm thick double coat in CM (1:6)
16 mm thick base coat and CM (1:4) of 4mm thick top coat with dubara
sponge finish including cost and conveyance of all material and labour
charges, all operational, incidental such as scaffolding charges, lift charges,
including cutting of Grooves,finishing, curing, etc., complete for for finished
item of work. (APSS 901,903 & 904) (CSSR) for outer Walls.(50% Natural
Sand+50% Manufactured Sand)
EXTERNAL PLASTERING
### x 2 3.28 3.35 6592.80
### x 2 3.13 3.35 6291.30
Deduct Doors ### x 1 0.90 2.10 -567.00
TOTAL 12317.10 386.59
SQM SQM
11
Providing dadooing to walls with glazed red or white full body ceramic wall
tiles of size 200 x 300 mm / 245 mm x 325mm and thickness 6 mm 1st
quality conforming to IS:13711, IS:13712, IS:13630 (Parts 1 to 15) of any
colour and finish in all shades and designs approved by Engineer-in-Charge,
set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like
consistency spread at the rate of 3.30 kgs per sqm and jointed with white
cement paste mixed with pigment of matching shade to full depth, i cost of all
materials like tiles, cement, sand and water etc., complete including complete
for finished item of work, . (BLD-CSTN-9-18)
EXTERNAL WALLS
### x 2 3.28 3.35 6592.80
### x 2 3.13 3.35 6291.30
Deduct Doors ### x 1 0.90 2.10 -567.00
Slab projection Out side ### x 2 3.88 0.30 698.40
### x 2 3.13 0.30 563.40
TOTAL 13578.90 206.79
SQM SQM
14
Painting to new walls with 2 coats of Plastic Emulsion Paint Asian/ Berger/
Nerolac/ Saicoat/Indocem or Equivalent and shade over Priming Coat with
Cement Primer Waterbase Interior Gr- 1 Asian/ Berger/ Nerolac/
Saicoat/Indocem or Equivalenton New Plastered Surfaceafter thoroughly
brushing the surface to remove all dirt and remains of loose powdered
materials, including cost and conveyance of all materials to work site and all
operational, incidental, labour charges etc, complete for finished item of
work as per SS 911 for internal walls
INTERNAL WALLS
Ceiling ### x 1 2.82 2.67 2258.82
Walls ### x 2 2.82 1.45 2453.40
### x 2 2.67 1.45 2322.90
WC walls ### x 2 1.20 1.45 1044.00
### x 2 0.90 1.45 783.00
Deduct Doors ### x 1 0.90 0.90 -243.00
### x 1 0.70 0.90 -189.00
TOTAL 8430.12 152.31
SQM per sqm
no. RATE/
DESCRIPTION Nos. L B D Q
PER
15
Providing and fixing factory made solid Wood Polymer Composite (WPC)
single extruded Door Frame section of 100*65 MM with encapsulation of 6
MM rigid layer on all external surfaces. The door frame will have a rebate of
32MM/ 37 MM. The two Vertical members are to be joined together with the
horizontal member using 8x75 MM long MS Star full thread screws to be
used with reverse forward speed control hand drilling machine. The
ready/assembled door frame is fixed to wall using Z Hand fast 300 MM long
holdfasts TBSC-L.I-17
AMOUNT
1177719.00
3908915.00
8816601.00
AMOUNT
31004.00
21349117.00
5384818.00
229487.00
AMOUNT
PER CUM
916737.00
6035220.00
8709956.00
AMOUNT
4761705.00
4306649.00
AMOUNT
1609055.00
2807981.00
1283992.00
AMOUNT
2109000.00
1651486.00
208656.00
3375763.00
AMOUNT
1895864.00
80569725.00
FOR GENERATED ESTIMATE FOR NREGS SOFTWARE
Construction of Compound wall at MPPS Narsingapoor of Dichpally Mandal of
NizamabadDistrict
Sno. DESCRIPTION Qty Rate
LABOUR COMPONENT:-
Excavation work by manual means in foundation
I 204.48 257.00
trenches
LABOUR COMPONENT TOTAL
II MATERIAL COMPONENT:-
1 Plain Cement Concrete (1:5:10) 14.85 3804.25
2 RCC M20 Nominal Mix for Footings 44.10 8008.08
3 RCC M20 Nominal Mix for Plinth Beams 20.70 11036.08
4 RCC M20 Nominal Mix for Columns 11.43 10549.65
5 RCC M20 Nominal Mix for Pedestals 0.43 8527.08
6 Providing brick work of 230mm thick in CM (1:8)
127.42 6670.13
prop., using common burnt clay bricks
10 HYSD Steel
Unforseen items:-
6 Painting to new walls with 2 coats of Plastic
1060.91 202.57
Emulsion Paint for external walls.
7 Plastering to brick masonary wall with 20mm thick
1060.91 216.52
in two coats for External walls
23 HYSD Steel 9.00 100587.00
24 Impervious coat
8 LS for unforseen items & 0.50% QC
52551.00
52551.00
56493.00
353156.00
228447.00
120569.00
3684.00
849908.00
1612257.00
214904.00
229707.00
905283.00
47972.00
1397866.00
0.00
3010123.00
3062674.00
DETAILED ESTIMATE
Compound Wall Length = 300
Construction of Compound wall at MPPS Narsingapoor of Dichpally Mandal of
NizamabadDistrict
no. RATE/
DESCRIPTION Nos. L B D Q AMOUNT
PER
1
Excavation work by manual means in foundation trenches like Trench cum bund Boundary
trench, compost pit, peripheral trench in MI tanks, cattle proof trenches, silo pit, Staggered
trenches, Continuous contour trenches and water absorption trenches ext., or drains (not
exceeding 1.5 m in width) including dressing of sides and ramming of bottoms and getting
out the excavated soil and disposal of surplus excavated soil as directed with initial lead of
10 mts and initial lift of 1.5 mts
Compound Wall 1 x 100 1.20 1.20 1.20 172.80 A: (GO Ms No 179 Dt 20.04.2021 of Item No 10 (I)
Arch 1 x 2 1.50 1.50 1.50 6.75
Below PB 1 X 1 277.00 0.30 0.30 24.93
TOTAL 204.48 257.00 52551.00
Cum. per 1cum
2
Plain Cement Concrete of (1:5:10:) proportion nominal mix (cement: fine aggregate: Coarse
aggregate) using 40mm size HBG M/c (SS5) metal with concrete mixture including cost and
conveyance of all materials like cement, sand(unscreened), coarse aggregate, water etc. to
site, all operational, incidental, and labour charges such as mixing, laying and ramming
concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete,
sales & other taxes on all materials,for finished item of work for Foundations (APSS No.
402). (50% Natural Sand+50% Manufactured Sand)
AMOUNT
452700.00
640800.00
1208400.00
330000.00
75000.00
984000.00
976500.00
790980.00
AMOUNT
352287.00
2250000.00
900000.00
450000.00
1200000.00
10610667.00
DETAILED SUB-ESTIMATE
Construction of Compound wall at MPPS Narsingapoor of Dichpally Mandal of
NizamabadDistrict
SANITARY & WATER SUPPLY
no. RATE/
DESCRIPTION Nos. L B D Q
PER
1 Supply and laying of 25mm dia 1.8mm thick P.V.C.pipe ISI mark of
Sudhakar / Maco Plast / Modi make concealed in wall with PVC / Metallic
junction boxes and all required accessories including masonary work for
light, fan and separate plug point with supply and fixing of suitable size
Metallic deep box including all labour charges etc., complete including
masonary work, including cost and conveyance of all material, all labour
charges, and contractor profit etc., complete .
Grand Total
AMOUNT
286646.00
411819.00
298624.00
AMOUNT
323874.00
1247113.00
80700.00
2648776.00
LEAD STATEMENT
Construction of Compound wall at MPPS Narsingapoor of Dichpally Mandal of NizamabadDistrict
Lead Chart based on Common CSSR-2022-23
S.No Initial
Unit Convey-ance Charges
. Cost
Deduct Blasti Crushi
Sl. Item no Lead Lead ng ng
Description Quarry 13.615% Initial rate Total
No. in KM charges Net Lead
over Excluding Add GST charg charg
(As per charges es es
head S/C
SoR)
charges
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 18
1 Cement (May, 2022) 1 MT Local - 0.00 5600.00 1568.00 7168.00
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 18
Manufactured Sand/Crushed stone
sand/Rock sand 4.75mm to 2.36 Koratpally
16 S.No.94 P.N0.5 1 Cum 13.00 249.60 29.91 219.69 596.00 815.69
mm as per IS 383 thanda
(1970)
Koratpally
17 R.R. Masonry works 12 22.g 1 Cum 13.00 249.60 29.91 219.69 263.00 90.00 572.69
thanda
Koratpally
18 CR stone 14 23.a 1 Cum 13.00 249.60 29.91 219.69 263.00 90.00 572.69
thanda
Bond stone ( 600 x 200 x 200 Koratpally
19 18 28 1 Cum 13.00 249.60 29.91 219.69 1333.33 1553.02
mm)long @ Rs 29.00 /Each) thanda
Koratpally
20 Latrite stone for masonry 18 28 1 Cum 13.00 249.60 29.91 219.69 142.00 361.69
thanda
Koratpally
21 2.36 mm Below Metal 92 35b Cum 13.00 249.60 29.91 219.69 540.00 759.69
thanda
22 Gravel 89 34 1 Cum Local 5.00 113.60 13.61 99.99 108.00 207.99
23 Selected Earth (Irrigation items) 102 P.No 5 local 5.00 113.60 13.61 99.99 72.00 171.99
Polished Shahabad/ Tandur stone
24 slabs of all sizes between 15 - 18 23 TBSC-B.I-03 1 Sqm Tandur 260.00 92.43 11.08 81.35 270.00 351.35
mm thickness
1) Certified that the leads are provided in the estimate is nearest and currect to the best of my knowledge.
2) The stone quarry is of blasting type. Hence provided blasting charges
1 2 3 4 5 6
1 20 mm GRADED METAL Qt Rate Amount
Agrregates 20mm nominal size 0.60 1319.69 791.81
Agrregates 13.20 / 12.50mm nominal size 0.15 1269.69 190.45
Agrregates 10mm nominal size 0.15 1169.69 175.45
Agrregates 6mm nominal size 0.10 1019.69 101.97
Rate per Cum 1259.68
BLD- 2 Earth work excavation for foundations and depositing on bank for all lifts and with an initial
CSTN-
2-1 lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting,
planking, strutting, etc. complete for finished item of work including seigniorage excluding
dewatering charges etc as per SS - 20 B (APSS 308) including cost and conveyance of all
material and labour charges, and contractors profit & over heads but excluding seignorage
charges and VAT etc., complete, for Ordinary Soil-Manual Means-Upto 3 m depth.
Unit : 1 cum
Taking output : 10 cum
a) Labour
Mazdoor ( Unskilled) No 3.64 520.00 1892.80
Add 0% on Labour for GHMC Patancheru Municipal Limits 0% 1892.80 0.00
Add 75% for foundations Cum 0.75 1892.80 1419.60
Seigniorage charges Cum 10.00
Cost for 10 cum 3312.40
Add 13.615% overhead charges, Contractor profit 3312.40 0.000% 0.00
Rate per 10 cum 3312.40
Rate per 1cum As per CSSR Rs 331.24
BLD- 3 Supply and filling of sand in trenches, sides of foundations and basement with initial lead in
CSTN-
2-8 layers not exceeding 15 cm thick, consolidating each deposited layer by watering and
Amne ramming including cost all operational, incidental, labour charges, complete for finished
dment
A(2) item of work. (APSS NO. 309 & 310) including cost and conveyance of all material and labour
charges, and contractors profit & over heads but excluding seignorage charges and VAT etc.,
complete.
Unit : 6 cum
Taking output : 6 cum
a) Labour
Mazdoor ( Unskilled) No 0.31 520.00 161.20
Add 0% on Labour for GHMC Patancheru Municipal Limits 0% 161.20 0.00
Sand for filling Cum 6.00 1373.06 8238.36
Rate per 6 cum 8399.56
Add 13.615% overhead charges, Contractor profit 8399.56 0.000% 0.00
Rate per 1 cum Rs 1399.93
BLD- 2 Supply and filling of earth (ordinary soil) in trenches, sides of foundations and basement with
CST
initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by
N-2-
9 watering and ramming including cost and conveyance of water to work site and all
operational, incidental, labour charges, hire charges of T & P etc., complete for finished
item of work. (APSS NO. 309 & 310) including cost and conveyance of all material and labour
charges,and contractors profit & over heads but excluding seignorage charges and VAT etc.,
complete.
Unit = cum
Taking output = 6 cum
a) Labour
Mate day -
Mazdoor (Unskilled) day 0.312 520.00 162.24
Datas Page 46
47
Index-
code S No Description Unit Quantity Rate Rs. Amount Rs.
Unit : 1cum
A. MATERIALS:
Cement kg. 1440.00 7168.00 10321.92
50% Natural Sand as per IS:383 and conforming to clause cum 0.525 1242.06 652.08
1500.2.4.2.( C-Mat-S.N.2 ) (including 5% wastage)
50% Manufactured sand(Rock Sand) cum 0.525 815.69 428.24
Seigniorage charges for sand cum 1.05
B. MACHINERY
- Nil - -
C. LABOUR:
Man mazdoor for mixing mortar day 0.20 520.00 104.00
Add 0% on Labour for GHMC Patancheru Municipal Limits 0% 104.00 0.00
Grand Total Rs 11506.24
BLD- 4 Cement Mortar (1 : 2)
CSTN-
1-3
Unit : 1cum
A. MATERIALS:
Cement kg. 720.00 7168.00 5160.96
50% Natural Sand as per IS:383 and conforming to clause cum 0.525 1242.06 652.08
1500.2.4.2.( C-Mat-S.N.2 ) (including 5% wastage)
50% Manufactured sand(Rock Sand) cum 0.525 815.69 428.24
Seigniorage charges for sand cum
B. MACHINERY
- Nil - -
C. LABOUR:
Man mazdoor for mixing mortar day 0.20 520.00 104.00
Add 0% on Labour for GHMC Patancheru Municipal Limits 0% 104.00 0.00
Grand Total Rs 6345.28
Unit : 1cum
A. MATERIALS:
Cement kg. 480.00 7168.00 3440.64
Datas Page 47
48
Index-
code S No Description Unit Quantity Rate Rs. Amount Rs.
50% Natural Sand as per IS:383 and conforming to clause cum 0.525 1242.06 652.08
1500.2.4.2.( C-Mat-S.N.2 ) (including 5% wastage)
50% Manufactured sand(Rock Sand) cum 0.525 815.69 428.24
B. MACHINERY
- Nil - -
C. LABOUR:
Man mazdoor for mixing mortar day 0.20 520.00 104.00
Add 0% on Labour for GHMC Patancheru Municipal Limits 0% 104.00 0.00
Grand Total Rs 4624.96
Unit : 1cum
A. MATERIALS:
Cement kg. 360.00 7168.00 2580.48
50% Natural Sand as per IS:383 and conforming to clause cum 0.525 1242.06 652.08
1500.2.4.2.( C-Mat-S.N.2 ) (including 5% wastage)
50% Manufactured sand(Rock Sand) cum 0.525 815.69 428.24
Seigniorage charges for sand cum 1.05
B. MACHINERY
- Nil - - -
C. LABOUR:
Man mazdoor for mixing mortar day 0.20 520.00 104.00
Add 0% on Labour for GHMC Patancheru Municipal Limits 0% 104.00 0.00
Grand Total Rs 3764.80
Unit : 1cum
A. MATERIALS:
Cement kg. 288.00 7168.00 2064.38
50% Natural Sand as per IS:383 and conforming to clause cum 0.525 1242.06 652.08
1500.2.4.2.( C-Mat-S.N.2 ) (including 5% wastage)
50% Manufactured sand(Rock Sand) cum 0.525 815.69 428.24
Seigniorage charges for sand cum 1.05
B. MACHINERY
- Nil - -
C. LABOUR:
Man mazdoor for mixing mortar day 0.20 520.00 104.00
Add 0% on Labour for GHMC Patancheru Municipal Limits 0% 104.00 0.00
Grand Total Rs 3248.70
Unit : 1cum
A. MATERIALS:
Cement kg. 240.00 7168.00 1720.32
50% Natural Sand as per IS:383 and conforming to clause cum 0.525 1242.06 652.08
1500.2.4.2.( C-Mat-S.N.2 ) (including 5% wastage)
50% Manufactured sand(Rock Sand) cum 0.525 815.69 428.24
Seigniorage charges for sand cum 1.05
B. MACHINERY
- Nil - -
C. LABOUR:
Man mazdoor for mixing mortar day 0.20 520.00 104.00
Add 0% on Labour for GHMC Patancheru Municipal Limits 0% 104.00 0.00
Grand Total Rs 2904.64
Unit : 1cum
A. MATERIALS:
Cement kg. 180.00 7168.00 1290.24
Datas Page 48
49
Index-
code S No Description Unit Quantity Rate Rs. Amount Rs.
50% Natural Sand as per IS:383 and conforming to clause cum 0.525 1242.06 652.08
1500.2.4.2.( C-Mat-S.N.2 ) (including 5% wastage)
50% Manufactured sand(Rock Sand) cum 0.525 815.69 428.24
Seigniorage charges for sand cum 1.05
B. MACHINERY
- Nil - -
C. LABOUR:
Man mazdoor for mixing mortar day 0.20 520.00 104.00
Add 0% on Labour for GHMC Patancheru Municipal Limits 0% 104.00 0.00
Grand Total Rs 2474.56
9 Plain Cement concrete Grade M20 - Nominal Mix using 20mm HG metal including cost and
BLD-CSTN-2-1 conveyance of all materials and labour charges etc., complete(50% Natural Sand+50%
Manufactured Sand)
using 20mm metal with hand mixing
Unit : 1cum
A. MATERIALS:
Cement Kg 400.00 7.17 2867.20
Coarse aggregate 20mm cum 0.90 1319.69 1187.72
50% Natural Sand as per IS:383 and conforming to clause cum 0.225 1242.06 279.46
1500.2.4.2.( C-Mat-S.N.2 )
50% Manufactured sand(Rock Sand) cum 0.225 815.69 183.53
Seigniorage charges for C.A cum 0.90
Seigniorage charges for F.A cum 0.45
B. LABOUR:
Mason 1st class day 0.10 580.00 58.00
Mazdoor (unskilled) day 2.36 520.00 1227.20
Water (including for curing) kl 1.20 80.00 96.00
add0%on Labour for GHMC Patancheru Muncipal limits 0% 0.00
Add 13.615% overhead charges, Contractor profit 5899.11 0.000% 0.00
Grand Total 5899.11
Plain Cement concrete (M 15) Nominal Mix 1:2.5:5 using 40mm, 20mm & 10 mm
metal wih concrete mixture including cost & conveyance of all materials like cement,
BLD-5 sand, coarse aggreagate, water etc to site all operational, incidental and labour charges
such as mixing, laying and ramming, curing etc.., complete but excluding GST &
seigniorage chrges, for finished item of work.
Unit : 1cum
A. MATERIALS:
Cement Kg 275.00 7.17 1971.20
Coarse aggregate 40mm cum 0.54 1122.69 606.25
Coarse aggregate 20mm cum 0.27 1319.69 356.32
Coarse aggregate 10mm cum 0.09 1169.69 105.27
Fine aggregate (Sand) cum 0.24 1242.06 298.09
Rock Sand Cum 0.24 815.69 195.77
Water (including for curing) kl 1.20 73.00 87.60
B. MACHINERY
Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity hour 1.00 495.80 495.80
C. LABOUR: 0.00
Mason 1st class day 0.10 580.00 58.00
Mazdoor (unskilled) day 1.39 520.00 722.80
add0%on Labour for GHMC Patancheru Muncipal limits 0% 780.80 0.00
ADD 13.615 % CP & OH 0.00 4897.10 0.00
Grand Total 4897.1
BLD- 1 Plain Cement Concrete of (1:5:10:) proportion nominal mix (cement: fine aggregate: Coarse
CSTN-
3-7 aggregate) using 40mm size HBG M/c (SS5) metal with concrete mixture including cost and
conveyance of all materials like cement, sand(unscreened), coarse aggregate, water etc. to
site, all operational, incidental, and labour charges such as mixing, laying and ramming
concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete,
overhead charges & Contractors profit etc., complete but excluding VAT & seigniorage
charges, sales & other taxes on all materials,for finished item of work for Foundations (APSS
No. 402). (50% Natural Sand+50% Manufactured Sand)
Datas Page 49
50
Index-
code S No Description Unit Quantity Rate Rs. Amount Rs.
Unit = 1cum
A. MATERIALS:
Cement kg 129.60 7168.00 928.97
Coarse aggregate 40 mm cum 0.900 1122.69 1010.42
50% Natural Sand as per IS:383 and conforming to clause cum 0.225 1242.06 279.46
1500.2.4.2.( C-Mat-S.N.2 )
50% Manufactured sand(Rock Sand) cum 0.225 815.69 183.53
Water for Curing Kl 1.20 73.00 87.60
Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity hour 1.00 495.80 495.80
C. LABOUR:
Mason 1st class day 0.10 580.00 58.00
Mazdoor (unskilled) day 1.39 520.00 722.80
Water Charges 1% 3766.58 1% 37.67
Add 0% on Labour for GHMC Patancheru Municipal Limits 0% 780.80 0.00
Grand Total 3804.25
Add 13.615% overhead charges, Contractor profit 3804.25 0.000% 0.00
Rate per 1 cum Rs 3804.25
BLD- 6 Plain Cement Concrete of (1:4:8:) proportion nominal mix (cement: fine aggregate: Coarse
CSTN-
3-5 aggregate) using 40mm size HBG M/c (SS5) metal with concrete mixture including cost and
conveyance of all materials like cement, sand(unscreened), coarse aggregate, water etc. to
site, all operational, incidental, and labour charges such as mixing, laying and ramming
concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete,
overhead charges & Contractors profit etc., complete but excluding VAT & seigniorage
charges, sales & other taxes on all materials,for finished item of work for Foundations (APSS
No. 402).(50% Natural Sand+50% Manufactured Sand)
Unit = 1cum
A. MATERIALS:
Cement kg 162.00 7168.00 1161.22
Coarse aggregate 40 mm cum 0.90 1122.69 1010.42
50% Natural Sand as per IS:383 and conforming to clause cum 0.225 1242.06 279.46
1500.2.4.2.( C-Mat-S.N.2 )
50% Manufactured sand(Rock Sand) cum 0.225 815.69 183.53
Water for Curing Kl 1.20 77.00 92.40
Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity hour 1.00 495.80 495.80
C. LABOUR: ###
Mason 1st class day 0.10 580.00 58.00
Mazdoor (unskilled) day 1.39 520.00 722.80
Water Charges 1% 4003.63 1% 40.04
Add 0% on Labour for GHMC Patancheru Municipal Limits 0% 780.80 0.00
Grand Total 4043.67
Add 13.615% overhead charges, Contractor profit 4043.67 0.000% 0.00
Rate per 1 cum Rs 4043.67
BLD-CSTN-2-137 R.C.C. M-20 Nominal Mix
NEW RCC M- 20 Nominal mix (Cement:fine aggregate: coarse
aggregate) corresponding to Table 9 of IS 456 using 20mm
size graded machine crushed hard granite metal (coarse
aggregate) from approved quarry including cost and
conveyance of all materials like cement, fine aggregate (sand)
coarse aggregate, water etc., to site and including Seigniorage
charges, sales & other taxes on all materials including all
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, but excluding centering, shuttering. (50% Natural
Sand+50% Manufactured Sand)
Datas Page 50
51
Index-
code S No Description Unit Quantity Rate Rs. Amount Rs.
b Pedastals
BASIC COST per 1 cum 6736.08
centering charges for Materials 582.00
centering charges for labour 1209.00
Add 0% on Labour for GHMC Patancheru Municipal Limits 0% 1209.00 0.00
8527.08
Add 13.615% overhead charges, Contractor profit 0.000% 8527.08 0.00
Rate per Cum Rs 8527.08
c Plinth beams
BASIC COST per 1 cum 6736.08
centering charges for Materials 2467.00
centering charges for labour 1833.00
Add 0% on Labour for GHMC Patancheru Municipal Limits 0% 1833.00 0.00
11036.08
Add 13.615% overhead charges, Contractor profit 0.000% 11036.08 0.00
Rate per Cum Rs 11036.08
NEW RCC M- 20 Nominal mix (Cement:fine aggregate: coarse
aggregate) corresponding to Table 9 of IS 456 using 20mm
size graded machine crushed hard granite metal (coarse
aggregate) from approved quarry including cost and
conveyance of all materials like cement, fine aggregate (sand)
coarse aggregate, water etc., to site and including Seigniorage
charges, sales & other taxes on all materials including all
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, but excluding centering, shuttering.(50% Natural
Sand+50% Manufactured Sand)
Datas Page 51
52
Index-
code S No Description Unit Quantity Rate Rs. Amount Rs.
GF FF SF
Basic Rate 7186.65 7186.65 7186.65
centering charges for Materials 631.00 631.00 631.00
centering charges for labour 2732.00 1965.00 2162.00
Add 0% on Labour for GHMC Patancheru Municipal Limits 0% 0.00 0.00 0.00
Add Lift Charges @ 10% on LC 10% 0.00 263.27 526.54
Add 13.615% overhead charges, Contractor profit 0.000% 0.00 0.00 0.00
Rate per Cum 10549.65 10045.92 10506.19
BLD- 8 Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1979)
CSTN-
4-1 of different diameters for RCC works , including labour charges for straightening, cutting,
Amen bending to required sizes and shapes, placing in position with cover blocks of approved
dment
dt01. materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for
08.11
item 5 reinforcement work as per approved designs and drawings, including cost and conveyance of
steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including
cost and conveyance of binding wire, cover blocks and all incidental, operational, labour
charges such as cutting, bending, placing in position, tying including soverhead charges &
Contractors profit but exlcuding VAT and other taxes on all materials etc., complete for
finished item of work in all floors.( APSS No.126)
Unit = t
(a) Material
HYSD bars including 5 per cent for overlaps and wastage t 1.05 90860.00 95403.00
881 BMM-V.15 23 Providing Mild steel flats and bars for fabricating steel works like Window Grills, Compound
Wall Grills, Iron Doors, Windows including cost of welding rods, power charges, including cost
of fixing in position as per approved designs and drawings including cost and conveyance of
bars from approved sources to site of work, all operational, incidental, and labour charges
such as cutting, bending, placing in position etc., but excluding VAT for finished item of work
(APSS No.126) in all floors. For window grills, staircase railing & Compound wall grills etc
Unit = 1Kg
MS flats & bars kgs 1.00 81.42 81.42
Labour charges for fabrication kgs 1.00 37.00 37.00
TBSC-T.I-16
Datas Page 52
53
Index-
code S No Description Unit Quantity Rate Rs. Amount Rs.
Unit : 1cum
A. MATERIALS:
Cement kg. 360.00 7.17 2580.48
50% Natural Sand as per IS:383 and conforming to clause cum 0.525 1474.06 773.88
1500.2.4.2.( C-Mat-S.N.2 ) (including 5% wastage)
50% Manufactured sand(Rock Sand) cum 0.525 815.69 428.24
Seigniorage charges for sand cum 1.05
B. MACHINERY
- Nil - - -
C. LABOUR:
Man mazdoor for mixing mortar day 0.20 520.00 104.00
Add 0% on Labour for GHMC Patancheru Municipal Limits 0% 104.00 0.00
Grand Total Rs 3886.60
7 Cement plastering 20mm thick in CM(1:4)prop including cost
and conveyance of all materials & labour charges etc .,
complete. (50% Natural Sand+50% Manufactured Sand)
Unit = 10 sqm
A. MATERIALS:
Cement Mortar (1:4) cum 0.210 3886.60 816.19
B. LABOUR:
Mason 2nd class day 0.94 550.00 517.00
Mazdoor (unskilled) day 1.60 520.00 832.00
Add40% extra on labour for GHMC allowance 0% 0.00
Add 13.615% overhead charges, Contractor profit 0.000% 0.00
Grand Total Total Rate per 10Sqm 2165.19
Total Rate per 1Sqm 216.52
13 Painting Walls with Snowcem or other equal and approved Water Proof Cement Paint over
Priming Coat, 2 Coats (All Colours) over Priming Coat with Cement Primer on New Plastered
Surfaceafter thoroughly brushing the surface to remove all dirt and remains of loose powdered
materials, including cost and conveyance of all materials to work site and all operational,
incidental, labour charges complete for finished item of work as per SS 912 for external walls.
Unit: 10 sqm
A. MATERIALS :
Painting, Priming Coat with Cement Primer Waterbase exterior 10 Sqm 1.00 689.93 689.93
Gr- 1 Asian/ Berger/ Nerolac/ Saicoat/Indocem or
Equivalenton New Plastered Surface
Supply of Water proof Cement paint at 3 sqm., per kg TBSC- kg 3.500 60.00 210.00
G.II-04
B. LABOUR
Painter day 0.500 665.00 332.50
Mazdoor (unskilled) day 1.500 520.00 780.00
Sundries including brushes, etc., 1.0% 13.23
Add40% extra on labour for GHMC allowance 0% 0.00
Total cost for 10 sqm 2025.65
Total cost for 1 sqm 202.57
Add 13.615% overhead charges, Contractor profit 0.000% 0.00
Total cost for 1 sqm 202.57
Datas Page 53
ELECTRICAL DATA AS PER SSR 2021-22
Construction of Compound wall at MPPS Narsingapoor of Dichpally Mandal of
NizamabadDistrict
1 Supply and laying of 25mm dia 1.8mm thick P.V.C.pipe ISI mark of Sudhakar / Maco Plast / Modi make
concealed in wall with PVC / Metallic junction boxes and all required accessories including masonary work for
light, fan and separate plug point with supply and fixing of suitable size Metallic deep box including all labour
charges etc., complete including masonary work, including cost and conveyance of all material, all labour
charges, and contractor profit etc., complete but excluding VAT.
a) Labour charges :
Skilled Electrician 2.00 day 660.00 1320.00
Semi Skilled Electrician 2.00 day 550.00 1100.00
Helper (Electrical) 2.00 day 550.00 1100.00
b) Material
PVC Normal Junction box 1 to 4 way 25mm (ELEC-1.2.5) 12.00 Nos 21.00 252.00
a) Labour charges :
Skilled Electrician 0.60 day 660.00 396.00
Semi Skilled Electrician 1.20 day 550.00 660.00
Helper (Electrical) 0.60 day 550.00 330.00
Labour for 6 Points 1386.00
Labour for 1 Point 231.00
Add 0% on Labour for GHMC Patancheru Municipal Limits 0% 0.00
Total Labour for 1 Point 231.00
b) Material
25 x 20 cms (10" x8") Hylam sheet 3mm thick ELEC-9.4.14 @ 1/- per Sq 0.05 Sqm 1549.20 77.46
inch
Supply of Decolam Board of Size 8" x 10" ELEC-1.4.2 e 1.00 No 77.00 77.00
Supply of 6A 1 Way flush type Swich of makes GM G Home / Gold Medal
Olive / Million Zoom / Anchor Penta Cherry / Great white Omega (ELEC- 6 Nos 18.00 108.00
1.7.1)
Supply of Jumbo Ceiling Rose 3 Plate of makes Anchor / Gold Medal 6 Nos 21.00 126.00
Olive / Million Zoom. (ELEC-1.7.1 m)
Supply of 14/0.3mm (1.0 Sqmm) FR / FRLS PVC insulated 1100V grade
as perIS:694/1990 specification for Copper cable Copper cable of
makesPolycab / HPL / RPG / Kundancab / Nakoda /
Anchor / GM / Million / Gold Medal / Power Flex / Fine 100.00 Mtrs 9.71 971.00
Cab / Sun Cab / Fortune Art / Bonton / Gloster / Gemini /
Uniflex / Great White / Sudhakar (ELEC-9.2.8)
a) Labour charges
Skilled Electrician 0.10 day 660.00 66.00
Semi Skilled Electrician 0.10 day 550.00 55.00
Labour for 1 No 121.00
Add 0% on Labour for GHMC Patancheru Municipal Limits 0% 0.00
TBSP-H.II- Supply & fixing of PVC low level system Each 1613.00 1.00 1613.00
07
parry ware, slim line with internal
components & short bend: 10 Litres
capacity Single Flush
3631.00
TBSP-E.II-01 Supplying and Fixing European Water Each 1799.00 1.000 1860.00
Closet of 1st quality conforming to
IS:2556-Part-2-1973 of Hindustan /
Neycer or Parryware make white glazed
with 'P' trap
TBSP-H.II-07 Supply & fixing of PVC low level system Each 1613.00 1.00 1613.00
parry ware, slim line with internal
components & short bend: 10 Litres
capacity Single Flush
3473.00
Cost, supply and fixing of casing pipe 180mm dia PVC 6 kgs/sqcm including cost and
conveyance of all materila, all labour charges, but excluding VAT.
Special M.S. clamps with bolts and nuts each 2 125.00 250.00
Transportation Charges on Unit Cost 2%
25975.00
b) Labour charges for erection of pump set
including pipe connection for suction &
delivery
TBSP-E.VII- Supplying & Fixing white glazed flat back Each 1007.00 1 1007.00
01 Bowl urinals of size 440 mm x 265
mm x 315 mm with internal flushing rim
fixed with screws complete Indian
make (HSW/Parry/Neycer) conforming to
IS:2556-1995
Add 13.615% overhead charges, 1007.00 0.000 0.00
Contractor profit
Total per 1.00 Rm 1 1007.00
Supplying & Fixing Indian make Flat Back Wash Hand Basin (HSW/Parryware/Neycer) 1st
quality conforming to IS:2556-Part-4:1972 with waste fittings like rubber plug, chain, 32 mm
nominal size C.P. Fitting with parallel pipe thread conforming to IS:2963-1979 and fitted with
15 mm nominal bore Chromium Plated Pillar Tap of 1st quality Indian make 400 grams Seiko/
Senior/ Nice/ Esso or equivalent complete with standard CI brackets including wooden block:
450 x 300 mm - Single C.P. Pillar cock including cost of all material and labour charges but
excluding VAT.
9 Supply and Transportation of control panel for single phase submersible motors up to 3 HP @
220V 50Hz operating range between 80 to 240V including supply and fixing of Direct - on - Line
LTLK / SIEMENS / CROMPTON make Volt meter and Ammeter with starting and running
capacitors assembled with ISI mark contactors and fitted with Legrand make ISI mark MCB
etc., complete..including cost and conveyance of all materila, all labour charges, but
excluding VAT.
Supply of 3 Core 2.5 Sqmm Flat Copper cable as per IS 694:1990 for Submersible Motors of
makes Polycab / Gold Medal / Million / Payal / Havells / Nakoda for service mains including
cost of material and labour charges and taxes etc., complete.
10
109.20
Supply of 3 Core 2.5 Sqmm Flat Copper cable as
per IS 694:1990 for Submersible Motors of makes
Finolex / GM / Million / V-Guard / Payal / Nakoda /
TBSE-1.6.10 Gold Medal / HPL / RPG Rmt 1.00 109.20
Supply and Fixing of CPVC Pipes ( 22.20mm OD Pipe - SDR 13.5 )and Fittings to meet the
requirement of ASTM-D 2846 and are produced in CTS (Copper Tube Sizes 1/2" ton 2" SDR 11
and SDR 13.5 pipes are made from idential CPVC compounds having the same physical
Properties for Hot and Cold Water (IS 15778:2007) of Ashirvad / Ajay Flowguard including cost
and conveyance of all material, labour charges, and over heads but excuding VAT.
Supply and Fixing of CPVC Pipes ( 28.60 mm OD Pipe - SDR 13.5 )and Fittings to meet the
requirement of ASTM-D 2846 and are produced in CTS (Copper Tube Sizes 1/2" ton 2" SDR 11
and SDR 13.5 pipes are made from idential CPVC compounds having the same physical
Properties for Hot and Cold Water (IS 15778:2007) of Ashirvad / Ajay Flowguard including cost
and conveyance of all material, labour charges, and over heads but excuding VAT.
1
TBSP-J.III- 28.60mm OD Pipe - SDR 13.5 Rmt 1 217.00 217.00
03
Cost per Rmt 217.00
Add Contractor Profit @ 14% but excluding
cost of VAT
Total cost per Rmt 217.00
Constructing 457.2mm x 457.2mm ( 1'-6" x 1'-6") brick in CM (1:6) prop. Masonry inspection
chamber upto 914.4mm (3'-0") and fitted with light weight 457.2mm x 457.2mm ( 1'-6" x 1'-6")
C.I. frame and cover of 20Kg. including cost and conveyance of all materials to site, all labour
charges, but excluding seignorage charges and VAT complete for finished item of work.
2
TBSP-B.II-02 Cost of One number Nos 1 4273.00 4273.00
TBSP-B.III-01 Making drainage connection in the existing Nos 1 150.00 150.00
inspection including all repairs
Cost per Each 4423.00
Add Contractor Profit @ 14% but excluding
cost of VAT
Total cost per Rmt 4423.00
Constructing 904.0 mm (3’0”) dia brick masonry inspection chamber as per IS - 4111: Part-
1:1986 with cement mortar (1:6) prop using 2nd Class Clay Bricks of 230 mm thick from
approved source having a minimum crushing strength of 5 N/sq.mm including plastering with
cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole
covers and frames including excavating pits up to a depth of 904 mm (3'-0") in all sorts of soils
(exculding rock) and laying cement conrete (1:4:8) 150 mm thick using 40 mm HBG Metal and
P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including
cost and conveyance of all materials like cement, sand, bricks, water etc., to site, and all
incidental and operational, labour charges like mixing cement mortar, constructing masonry,
lift charges, curing, but excluding seignorage charges and VAT etc., complete for finished
item of work. (A.P.S.S. No. 1325).
3
TBSP-B.I-01 Cost of One number Nos 1 7826.00 7826.00
Supply and fixing of 3" (76.2 mm ) Nahany Trap with Jali - UPVC/SWR Pipe fittings
(Prince/Sudhakar or any ISI Brand) including cost and conveyance of all materials and labour
charges etc., complete for All Floors. including cost and conveyance of all materials and all
incidental and operational, labour charges, lift charges, but excluding seignorage charges and
VAT etc., complete for finished item of work. (A.P.S.S. No. 1325).
4
TBSP-H.II-73 Supply of 3" (76.2 mm ) Nahany Trap with Jali - Nos 1 112.00 112.00
UPVC/SWR Pipe fittings
(Prince/Sudhakar/Kisan/Supreme or any ISI
Brand)
TBSP-C.III-06 labour charges only Nos 1 74.00 74.00
Add 0%"on Labour for GHMC Patancheru 0% 74.00 0.00
Municipal Limits
Cost per Rmt 186.00
Add Contractor Profit @ 14% but excluding
cost of VAT
Total cost per Rmt 186.00
Supplying and fixing 25.4mm dia 609.6mm long aluminium anodised towel rods with brackets
and alluminium screews etc., complete for finished item of work including cost and
conveyance of all materials to site, all labour charges, sales and other taxes on all materials
etc., complete for finished item of work for All Floors but excluding VAT.
5
TBSP-J.I-25 a) S & F 25.4 mm dia & 609.6 mm long No 1 168.00 168.00
aluminium anodized towel rod with brackets
and aluminium screws
Cost per Rmt 168.00
Add Contractor Profit @ 14% but excluding
cost of VAT
Total cost per Rmt 168.00
S&F CP finish brass soap dish including cost and conveyance of all materials to site, all labour
charges, sales and other taxes on all materials etc., complete for finished item of work for All
Floors.
6
TBSP-F.VII- S&F CP finish brass soap dish No 1 577.00 577.00
21
Cost per Rmt 577.00
Add Contractor Profit @ 14% but excluding 80.78
cost of VAT
Total cost per Rmt 657.78
Providing & placing on Terrace polyethylene water storage tank with Double layer approved
brand & manufacture with cover and suitable locking arrangement & making necessary holes
for inlet & outlets and overflow pipes with all fittings including supply and fixing of 76.20mm
dia PVC elbow 1st quality and 38.10mm dia PVC waste pipe outlet including coat and
conveyance of all materials all labour charges etc. complete for finished item of work but
excluding VAT.
7