IHSDP-Choti Sadri - TCIL

IHSDP-Choti Sadri.xls

Name of Work : Integrated Housing & Slum Development Project at Chhoti Sadri PART : 'A' Road Work & Drain Work

S. NO.

1 2

AMOUNT (in lac)

PARTICULARS

Construction of Internal Roads in Basties Construction of Drains

Rs

35.58

Rs

53.18

TOTAL GRAND TOTAL

88.76

Rs in lac

88.76

IHSDP-Choti Sadri.xls

Pt"A"-Internal Drain

Name of Work : Integrated Housing & Slum Development Project at Chhoti Sadri

SUB HEAD: Construction of Internal Drains

ABSTRACT OF COST S. NO.

1

AMOUNT (in lac)

PARTICULARS

Construction of Stone Masonry Drain

Grand Total Say (Rs. In lac)

M/S Creative Computers, Jaipur

Rs.

53.18

Rs.

53.18

53.18

IHSDP-Choti Sadri.xls

Drain-stone Masonary (300X300)

Name of Work : Integrated Housing & Slum Development Project at Chhoti Sadri

SUB HEAD: Construction of stone masonry U-shape drains in existing katchi basties Details of Quantities & Abstract [As per PWD BSR 2009]

S. B.S.R. No. No. 1

1.8

Item

Factor

3.2.7

6.1.5

B

H

5701.1

1

0.900

0.400

All tyoe of soil Ordinary Rock Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work upto plinth level. - using 1 cement : 4 coarse sand : 8 graded stone 40mm nominal size 1.0

3

L

2052.403 1026.20 1026.20

Cum Cum

58.00 139.00

59519.60 142641.80

5701.1

1

0.900

0.100

513.101 513.10

Cum

1834.00

941025.40

5701.1

1

0.300

0.300

Cum

1472.00

1510569.34

1026.202 1026.20

12.8.1 Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finished 20mm thick. 1.0

M/S Creative Computers, Jaipur

Amount (In Rs.)

Unit

Random rubble stone masonry for foundation and plinth in cement sand mortar above 30 cm thick wall in cement mortar 1:4 (1 cement: 4 sand) 2.0

4

Rate (In Rs.)

Quantity

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5 m and including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus earth (to be paid on the basis of actual availability of soil during excavation) 1.0

2

No

5701.1

1

0.600

3420.672

IHSDP-Choti Sadri.xls

Drain-stone Masonary (300X300)

[As per PWD BSR 2009]

S. B.S.R. No. No. 5

15.6

Item

Factor

B

H

Rate (In Rs.)

Amount (In Rs.)

Quantity

Unit

3420.67

Sqm

83.00

283915.61

5701.1

1

0.300

3420.672 3420.67

sqm

122.00

417321.74

2052.403 2052.40

Sqm

198.00

406375.20

270.000 270.00

Sqm

475.00

128250.00

11.3.3 Cement concrete flooring grade 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) rounding off edges etc. but excluding the cost of nosing of steps etc. complete including floating coat of neat cement: 50 mm thick with 20 mm thick nominal size ag 1.0

7

L

Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification : 2.0

6

No

5701.1

1

0.360

10.17.1 Providing stone slab covering over drains including filling of joints in cement sand mortar 1 : 3 with 35mm thick cement concrete flooring 1 : 2 : 4 mix complete with good finish with : Stone slab 100 to 150mm thick average (on road crossings) 1.0

M/S Creative Computers, Jaipur

1

0.900

3889618.69

TOTAL Unit cost

300.0

682

IHSDP-Choti Sadri.xls

Drain-stone Masonary(300X450)

Name of Work : Integrated Housing & Slum Development Project at Chhoti Sadri

SUB HEAD: Construction of stone masonry U-shape drains in existing katchi basties Details of Quantities & Abstract [As per PWD BSR 2009]

S. B.S.R. No. No. 1

1.8

Item

Factor

No

3.2.7

6.1.5

0.900

0.550

Amount (In Rs.)

Unit

1

863.780 431.90 431.90

Cum Cum

58.00 139.00

25050.20 60034.10

1

0.900

0.100

157.051 157.05

Cum

1834.00

288029.70

1745.0

1

0.300

0.450

471.153 471.15

Cum

1472.00

693537.22

12.8.2 Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finished 20mm thick. 1.0 1745.0

M/S Creative Computers, Jaipur

Rate (In Rs.)

Quantity

Random rubble stone masonry for foundation and plinth in cement sand mortar above 30 cm thick wall in cement mortar 1:4 (1 cement: 4 sand) 2.0

4

H

All tyoe of soil Ordinary Rock Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work upto plinth level. - using 1 cement : 4 coarse sand : 8 graded stone 40mm nominal size 1.0 1745.0

3

B

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5 m and including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus earth (to be paid on the basis of actual availability of soil during excavation) 1.0 1745.0

2

L

1

0.900

1570.509

IHSDP-Choti Sadri.xls

Drain-stone Masonary(300X450)

[As per PWD BSR 2009]

S. B.S.R. No. No. 5

15.6

Item

Factor

No

B

H

Rate (In Rs.)

Amount (In Rs.)

Quantity

Unit

1570.51

Sqm

83.00

130352.33

1047.006 1047.01

sqm

122.00

127735.22

523.503 523.50

Sqm

198.00

Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification : 2.0 1745.0

6

L

1

0.300

11.3.3 Cement concrete flooring grade 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) rounding off edges etc. but excluding the cost of nosing of steps etc. complete including floating coat of neat cement: 50 mm thick with 20 mm thick nominal size ag 1.0 1745.0

1

0.300

Unit cost

JUNIOR ENGINEER, NAGAR PALIKA

M/S Creative Computers, Jaipur

103653.00

1428391.77

TOTAL 819

EXECUTIVE ENGINEER, NAGAR PALIKA

IHSDP-Choti Sadri.xls

Name of Work : Integrated Housing & Slum Development Project at Chhoti Sadri PART : 'A' Road Work

S. NO.

1

AMOUNT (in lac)

PARTICULARS

Construction of BT road at existing Katchi Basties

Rs

TOTAL GRAND TOTAL

35.58

35.58

Rs in lac

35.58

IHSDP-Choti Sadri.xls

Road Katchi Basti 3.75 m

Name of Work : Integrated Housing & Slum Development Project at Chhoti Sadri SUB HEAD: Construction of Roads in Existing Katchi Basties Part A S. No.

B.S.R. No.

1

2

1.6

G-5/5.1

3

4.7

4.7 1)

Item

Factor

5.1(ii)

5.2(i)

5.10

[ As per PWD BSR 2009 ] Amount Unit Rate ( In Rs ) ( In Rs )

3.75

0.175

2210.25 2210.25 Cum

75

165768.75

1

3368

1.00

3.75

0.175

2210.25 2210.25 Cum

39

86199.75

1263.00 1263.00 cum

431

544353.00

947.25 947.25 cum

633

599609.25

12630.00 3150.00 15780.00 Sqm

30

473400

12630.00 3150.00 15780.00 Sqm

7

110460

12630.00 3150.00 15780.00 Sqm

72

1136160

12630.00 sqm 3150.00 sqm 15780.00 sqm

28

Carriage of Earth upto 1.0 km lead with all lift.

Providing laying, spreading and compacting stone aggregate of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80 - 100 KN in stage to proper grade and camber, applying and brooming, stone screening / binding materials to fill- up the interstices of coarse aggregate, watering and compacting to required density by manual means

Grading 1 as per Technical specification clause 404 3368

1.00

3.75

0.1

Grading 3 as per Technical specification clause 405 3368

1.00

3.75

0.075

Providing and applying primer coat with Bitumen emulsion (SS-1) over prepared surface or granular base including cleaning of road surface and spraying primer at the rate of 0.90 - 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. ( medium Porosity) 3368 840

1.00 1.00

3.75 3.75

Providing and applying tack coat with bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg/sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503 3368 840

1.00 1.00

3.75 3.75

Providing and laying 20 mm thick open graded premix carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 1 1

7

Quantity

1.00

1 1 6

H

3368

1 1 5

B

1

1 4

L

Earthwork in excavation over areas ( exceeding 30 cm in depth, 1.5 mtr in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5 mtr disposed earth to be levelled and neatly dressed including stacking of useful material if available : (to be paid on the basis of actual availability of soil during excavation)

1 4.7 3)

No

3368 840

1.00 1.00

3.75 3.75

5.12 A II(ii) Providing and laying seal coat type B sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall ( Binder 6.8 kg / 10 sqm, aggregate 0.06 Cum / 10 sqm) Bitumen (S- 65) 1 1 Total Unit Cost

M/S CREATIVE COMPUTERS, JAIPUR.

3368 840

1.00 1.00

3.75 3.75

441840 3557790.8

1056

1056.3512