Brgf Estimates 2011-12[1].

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L B D1 2 3 4 5 6 7 8 9 10

1

Earth Work Excavation and

depositing on bank with an intital lead

of 10m and lift of 2m in case of head

load only in loamy and clayee soils

like black cotton soils, red earth and

ordinary gravel,1x1 180.00 1.10 0.60 118.80 Cum 88.84 10554.00

2

Providing of Compacted Sand Bed

complying with specification for

spreading for drains work 1 Cum

1x1 180.00 1.10 0.10 19.80 Cum 374.40 7413.00

3Plain Cement concrete (1:5:10) using20mm nominal size graded HBG metal

including cost of all materials and lablur

charges etc. complete for curved portion.

1x1 180.00 1.10 0.10 19.80 Cum 2765.99 54756.00

4

Cement concrete (1:2.5:5) using 20mm

nominal size graded HBG metalincluding cost of all materials and lablur


a). For walls 1x2 180.00 0.23 0.45 37.20

a). For flooring 1x1 180.00 0.45 0.05 4.05

41.25 Cum 3776.18 155767.00

5

Plastering with CM (1:3), 12 mm thick

including cost and conveyance of all

SADASIVPET MUNICIPALITY

NAME OF THE WORK: CONSTRUCTION OF CC DRAIN FROM 1 H.P. SUBMERSIBLE PUMP SET TO

YOUSUF ALI HOUSE IN WARD NO.15 AT RAVINDRA NAGAR COLONY SADASIVPET

MUNICIPALITY. UNDER BRGF FUNDS FOR THE YEAR 2011-12.

Sl.N

o.Description of work No.

MeasurementQuantity Unit

Rate

(Rs)Amount



4

Cement concrete (1:2.5:5) using 20mm

nominal size graded HBG metal

including cost of all materials and lablur


a). For walls 1x2 60.00 0.23 0.45 12.42

a). For flooring 1x1 60.00 0.45 0.05 1.35

13.77 Cum 3776.18 51998.00

5

Plastering with CM (1:3), 12 mm thick

including cost and conveyance of all

materials and labour charges

etc.complete.

1x1 60.00 0.00 1.20 72.00 Sqm 953.49 6865.13

SUB TOTAL 83104.00

6 Labour Cess @ 1% 831.00

7 Vat @ 4% 3324.00

8 Add L.S. QC Charges @ 1% 831.00

9 Add L.S. Technical Person 1% 831.00

10 Add L.S. Insurance 831.00

11 Add L.S. for unforseen work 30248.00

120000.00TOTAL:

MUNICIPAL ENGINEER





L B D1 2 3 4 5 6 7 8 9 10

1

Earth Work Excavation and depositing on bank

with an intital lead of 10m and lift of 2m in case

of head load only in loamy and clayee soils like

black cotton soils, red earth and ordinary

gravel, for removal of shabad flooring

1x1 160.00 5.00 0.10 80.00

1x1 160.00 5.00 0.10 80.00

160.00 Cum 88.84 14214.40

2

Forming embankment with side rarth by

mechanical means including pre-watering of

soil, removal of top soil, excavation of soils

depositing the soils on the embankment,

spreading soils, breaking clods, sectioning and

consolidation with vibratory Road Roller @

OMC to meet requirement of table 300-2 of

MORTH including all hire and operational

charges of T&P and seigniorage charges

complete for finished item of work as per

MOT&H specification 305 (4th revision)

(Payment will be made basedon leel for

finished item of work)

1x1 160.00 5.00 0.15 120.00

1x1 160.00 5.00 0.15 120.00

240.00 Cum 76.61 18386.00

Granular Sub-base/base/surface course with

local Mathilals (Table 400.13) by mix in place

method narmal construction of grannlar sub-b b idi l l th l l di i


NAME OF THE WORK: CONSTRUCTION OF CC DRAIN AND WBM ROAD FROM CRC BUILDING TO

SIDDAPUR ROAD, CRC BUILDING TO ICDS ROOM IN WARD NO.4 AT SIDDAPUR COLONY SADASIVPET

MUNICIPALITY. UNDER BRGF FUNDS FOR THE YEAR 2011-12.

Sl.N

o.Description of work No.

MeasurementQuantity Unit

Rate

(Rs)Amount



315249.00

5 Labour Cess @ 1% 3152.00

6 Vat @ 4% 12610.00


8 Add L.S. Insurance 1% 3152.00


400000.00TOTAL:

MUNICIPAL ENGINEER





L B D1 2 3 4 5 6 7 8 9 10

1

Earth Work Excavation and depositing on

bank with an intital lead of 10m and lift of 2m

in case of head load only in loamy and

clayee soils like black cotton soils, red earth

and ordinary gravel, for removal of shabad

flooring

1x1 95.00 3.00 0.10 28.50 Cum 88.84 2532.00

2

Laying of CC (1:5:10) Prop using 40mm

Guage HG Metal including cost &

conveyance and labour and laying tamping

curing etc., for pot holes

1x1 95.00 3.00 0.075 21.37 Cum 2265.99 48436.00

3

Cement Concrete perminent Construction of un

± reinforced dowel jointed at expansion and

completion joint only. Plan cornet crenate

pavement thickness as per Design. Over a

prepaid sub ± base. With 43 grade cement or

my other type as per clause 1501:2.2 M30

(Grand) course and fire aggregate conforming to

15:383 Maximum in a Concrete Mixes of not

less than 0.2 cm capacity and appropriate weigh

batches using approved mix design laid in

approved form side formwork ( Steel channel,

Laying and fixing of 125 mictron thick polythene

fill wedges steel plats including laying the frame

work as per drawing ) Spreading the concrete

with should be rakes Compacted using needle,

Scared and plate Vibrators and Finished in

Continues joint applying debording strips and


NAME OF THE WORK: LAYING OF CC ROAD FROM CH. NAGAIAH HOUSE TO LAXMAIAH IN

WARD NO. 3 AT BACK SIDE OF SHIVA SHAKTHI LODE IN SADASIVPET MUNICIPALITY. UNDER

BRGF FUNDS FOR THE YEAR 2011-12.

Sl.N

o.

Description of work No.Measurement Quanti

ty

Unit Rate (Rs) Amount



3

Cement Concrete perminent Construction of un

± reinforced dowel jointed at expansion and

completion joint only. Plan cornet crenate

pavement thickness as per Design. Over a

prepaid sub ± base. With 43 grade cement or

my other type as per clause 1501:2.2 M30

(Grand) course and fire aggregate conforming to

15:383 Maximum in a Concrete Mixes of not

less than 0.2 cm capacity and appropriate weigh

batches using approved mix design laid in

approved form side formwork ( Steel channel,

Laying and fixing of 125 mictron thick polythene

fill wedges steel plats including laying the frame

work as per drawing ) Spreading the concrete

with should be rakes Compacted using needle,

Scared and plate Vibrators and Finished in

Continues joint applying debording strips andexpansion construction joints applying

debonding strips and expansion construction

joint. Applying debording strips primes, sealant

Dow belly approaches to bridges / culverts

construction joint admixture as approved laying

of concrete slabs for 14- days ceiling compound

( while Speeded ) and water finishing to lines

and grade as per

1x1 180.00 6.00 0.10 108.00 Cum 4094.12 442164.96

635304.87

4 Labour Cess @ 1% 6353.00

5 Vat @ 4% 25412.00


7 Add L.S. Insurance 1% 6353.00


700000.00TOTAL:

MUNICIPAL ENGINEER


Brgf Estimates 2011-12[1].

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